














                                  SURVEY CONTROL DATA
                                
                             STATE=LA
                             [MARCH 13, 2009      ]
                              Version = 7.65
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5364  **This station is located in a suspected subsidence area (see below).
 BJ5364  ___________________________________________________________________
 BJ5364  X           -     -39,493.272 (meters)                     COMP
 BJ5364  Y           -  -5,499,316.183 (meters)                     COMP
 BJ5364  Z           -   3,219,710.140 (meters)                     COMP
 BJ5364  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5364  ELLIP HEIGHT-         -15.257 (meters)          (11/16/93) ADJUSTED
 BJ5364  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 BJ5364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5364 ** and geoid heights are valid at the date of observation. These heights
 BJ5364 ** must always be validated when used as control.
 BJ5364 ** The orthometric height has not been validated since last determined
 BJ5364 ** by differential leveling and should not be used for control purposes.
 BJ5364 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5364 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5364 ** epoch indicated which incorporates improved geoid heights for the
 BJ5364 ** Southern Louisiana Subsidence area.
 BJ5364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 - August 15, 2007
 BJ5364
 BJ5364  HISTORY     - Date     Condition        Report By
 BJ5364  HISTORY     - 1983     MONUMENTED       NOS
 BJ5364  HISTORY     - 19890615 GOOD             NGS
 BJ5364  HISTORY     - 19921116 GOOD
 BJ5364  HISTORY     - 20070815 GOOD             MAEC
 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.
 BJ5364
 BJ5364                          STATION RECOVERY (2007)
 BJ5364
 BJ5364'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BJ5364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5365  **This station is located in a suspected subsidence area (see below).
 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-         -14.600 (meters)          (11/16/93) ADJUSTED
 BJ5365  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5365 ** and geoid heights are valid at the date of observation. These heights
 BJ5365 ** must always be validated when used as control.
 BJ5365 ** The orthometric height has not been validated since last determined
 BJ5365 ** by differential leveling and should not be used for control purposes.
 BJ5365 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5365 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5365 ** epoch indicated which incorporates improved geoid heights for the
 BJ5365 ** Southern Louisiana Subsidence area.
 BJ5365 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     3  
 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 - August 15, 2007
 BJ5365
 BJ5365  HISTORY     - Date     Condition        Report By
 BJ5365  HISTORY     - 1992     MONUMENTED       NOS
 BJ5365  HISTORY     - 19940615 GOOD             NGS
 BJ5365  HISTORY     - 20070129 GOOD             AERODA
 BJ5365  HISTORY     - 20070815 GOOD             MAEC
 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.
 BJ5365
 BJ5365                          STATION RECOVERY (2007)
 BJ5365
 BJ5365'RECOVERY NOTE BY AERO DATA CORPORATION 2007 (RJG)
 BJ5365'RECOVERED IN GOOD CONDITION.
 BJ5365
 BJ5365                          STATION RECOVERY (2007)
 BJ5365
 BJ5365'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BJ5365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2822  **This station is located in a suspected subsidence area (see below).
 BK2822  ___________________________________________________________________
 BK2822  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK2822  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2822 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2822 ** and geoid heights are valid at the date of observation. These heights
 BK2822 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2821  **This station is located in a suspected subsidence area (see below).
 BK2821  ___________________________________________________________________
 BK2821  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BK2821  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2821 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2821 ** and geoid heights are valid at the date of observation. These heights
 BK2821 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2819  **This station is located in a suspected subsidence area (see below).
 BK2819  ___________________________________________________________________
 BK2819  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2819  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2819 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2819 ** and geoid heights are valid at the date of observation. These heights
 BK2819 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2818  **This station is located in a suspected subsidence area (see below).
 BK2818  ___________________________________________________________________
 BK2818  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK2818  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2818 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2818 ** and geoid heights are valid at the date of observation. These heights
 BK2818 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2817  **This station is located in a suspected subsidence area (see below).
 BK2817  ___________________________________________________________________
 BK2817  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2817  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2817 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2817 ** and geoid heights are valid at the date of observation. These heights
 BK2817 ** must always be validated when used as control.
 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 more information.
 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
 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 25.7
 BK2817:UTM  15      -  1 A 007                                  090 15 18.0
 BK2817
 BK2817|---------------------------------------------------------------------|
 BK2817| PID    Reference Object                     Distance      Geod. Az  |
 BK2817|                                                           dddmmss.s |
 BK2817| BK2428 1 A 007                             APPROX. 2.0 KM 0903314.7 |
 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    3  
 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 = MARCH 13, 2009
 BK2428 ***********************************************************************
 BK2428  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 14 07.62844(N)    092 23 08.33863(W)     ADJUSTED  
 BK2428* NAVD 88     -        11.89   (meters)      39.0    (feet)  GPS OBS(2006.81)
 BK2428  **This station is located in a suspected subsidence area (see below).
 BK2428  ___________________________________________________________________
 BK2428  EPOCH DATE  -        2002.00
 BK2428  X           -    -229,570.236 (meters)                     COMP
 BK2428  Y           -  -5,510,366.394 (meters)                     COMP
 BK2428  Z           -   3,192,943.166 (meters)                     COMP
 BK2428  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK2428  ELLIP HEIGHT-         -15.418 (meters)          (03/12/08) ADJUSTED
 BK2428  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2428  HORZ ORDER  -  A
 BK2428  ELLP ORDER  -  THIRD     CLASS I
 BK2428
 BK2428.The horizontal coordinates were established by GPS observations
 BK2428.and adjusted by the National Geodetic Survey in March 2008.
 BK2428
 BK2428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2428.The horizontal coordinates are valid at the epoch date displayed above.
 BK2428.The epoch date for horizontal control is a decimal equivalence
 BK2428.of Year/Month/Day.
 BK2428
 BK2428.The orthometric height was determined by GPS observations and a
 BK2428.high-resolution geoid model.
 BK2428 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2428 ** and geoid heights are valid at the date of observation. These heights
 BK2428 ** must always be validated when used as control.
 BK2428 ** The orthometric height was determined by GPS observations using
 BK2428 ** precise GPS observation and processing techniques and a new
 BK2428 ** realization of GEOID03. It supersedes any height that may have been
 BK2428 ** previously determined for this station.
 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
 BK2428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2428
 BK2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2428
 BK2428.The ellipsoidal height was determined by GPS observations
 BK2428.and is referenced to NAD 83.
 BK2428
 BK2428.The geoid height was determined by GEOID03.
 BK2428
 BK2428;                    North         East     Units Scale Factor Converg.
 BK2428;SPC LA S     -   192,830.559   898,714.558   MT  0.99993409   -0 31 34.2
 BK2428;SPC LA S     -   632,644.93  2,948,532.68   sFT  0.99993409   -0 31 34.2
 BK2428;UTM  15      - 3,345,035.436   559,112.861   MT  0.99964311   +0 18 33.7
 BK2428
 BK2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2428!SPC LA S     -   1.00000242  x   0.99993409  =   0.99993651
 BK2428!UTM  15      -   1.00000242  x   0.99964311  =   0.99964553
 BK2428
 BK2428:                Primary Azimuth Mark                     Grid Az
 BK2428:SPC LA S     -  1 A 008 LDH 1967                         089 20 14.5
 BK2428:UTM  15      -  1 A 008 LDH 1967                         088 30 06.6
 BK2428
 BK2428|---------------------------------------------------------------------|
 BK2428| PID    Reference Object                     Distance      Geod. Az  |
 BK2428|                                                           dddmmss.s |
 BK2428| BK2799 1 A 008 LDH 1967                    APPROX. 2.2 KM 0884840.3 |
 BK2428|---------------------------------------------------------------------|
 BK2428
 BK2428                          SUPERSEDED SURVEY CONTROL
 BK2428
 BK2428  NAD 83(1992)-  30 14 07.62729(N)    092 23 08.33938(W) AD(       ) 2
 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  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG    3  
 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: LADHGS
 BK2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2428+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2006
 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  HISTORY     - 20060530 GOOD             NGS
 BK2428  HISTORY     - 20061023 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' 
 BK2428
 BK2428                          STATION RECOVERY (2006)
 BK2428
 BK2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK2428'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK2428
 BK2428                          STATION RECOVERY (2006)
 BK2428
 BK2428'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2799  **This station is located in a suspected subsidence area (see below).
 BK2799  ___________________________________________________________________
 BK2799  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2799  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2799 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2799 ** and geoid heights are valid at the date of observation. These heights
 BK2799 ** must always be validated when used as control.
 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 more information.
 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
 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 10.2
 BK2799:UTM  15      -  1 A 009 LDH 1967                         092 13 01.9
 BK2799
 BK2799|---------------------------------------------------------------------|
 BK2799| PID    Reference Object                     Distance      Geod. Az  |
 BK2799|                                                           dddmmss.s |
 BK2799| BK2797 1 A 009 LDH 1967                    APPROX. 1.6 KM 0923217.5 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2797  **This station is located in a suspected subsidence area (see below).
 BK2797  ___________________________________________________________________
 BK2797  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2797  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2797 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2797 ** and geoid heights are valid at the date of observation. These heights
 BK2797 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2796  **This station is located in a suspected subsidence area (see below).
 BK2796  ___________________________________________________________________
 BK2796  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2796  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2796 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2796 ** and geoid heights are valid at the date of observation. These heights
 BK2796 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2795  **This station is located in a suspected subsidence area (see below).
 BK2795  ___________________________________________________________________
 BK2795  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK2795  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2795 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2795 ** and geoid heights are valid at the date of observation. These heights
 BK2795 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2793  **This station is located in a suspected subsidence area (see below).
 BK2793  ___________________________________________________________________
 BK2793  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2793  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2793 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2793 ** and geoid heights are valid at the date of observation. These heights
 BK2793 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2832  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2832 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2832 ** and geoid heights are valid at the date of observation. These heights
 BK2832 ** must always be validated when used as control.
 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 more information.
 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
 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 13.1
 BK2832:UTM  15      -  1 B 004                                  087 48 03.0
 BK2832
 BK2832|---------------------------------------------------------------------|
 BK2832| PID    Reference Object                     Distance      Geod. Az  |
 BK2832|                                                           dddmmss.s |
 BK2832| BK2829 1 B 004                             APPROX. 1.4 KM 0881008.3 |
 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    3  
 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 - October 23, 2006
 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  HISTORY     - 20061023 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' 
 BK2832
 BK2832                          STATION RECOVERY (2006)
 BK2832
 BK2832'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 15 10.08921(N)    092 15 18.53972(W)     ADJUSTED  
 BK2829* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK2829  **This station is located in a suspected subsidence area (see below).
 BK2829  ___________________________________________________________________
 BK2829  EPOCH DATE  -        2002.00
 BK2829  X           -    -216,980.724 (meters)                     COMP
 BK2829  Y           -  -5,509,903.822 (meters)                     COMP
 BK2829  Z           -   3,194,602.923 (meters)                     COMP
 BK2829  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK2829  ELLIP HEIGHT-         -19.044 (meters)          (02/10/07) ADJUSTED
 BK2829  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK2829  DYNAMIC HT  -           8.5   (meters)      28.    (feet)  COMP
 BK2829
 BK2829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK2829  Type    PID    Designation                      North   East  Ellip
 BK2829  -------------------------------------------------------------------
 BK2829  NETWORK BK2829 1 B 004                           1.14   1.59   4.96
 BK2829  -------------------------------------------------------------------
 BK2829  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 BK2829
 BK2829  VERT ORDER  -  THIRD (See Below)
 BK2829
 BK2829.The horizontal coordinates were established by GPS observations
 BK2829.and adjusted by the National Geodetic Survey in February 2007.
 BK2829
 BK2829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2829.The horizontal coordinates are valid at the epoch date displayed above.
 BK2829.The epoch date for horizontal control is a decimal equivalence
 BK2829.of Year/Month/Day.
 BK2829
 BK2829.The orthometric height was scaled from a topographic map.
 BK2829 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2829 ** and geoid heights are valid at the date of observation. These heights
 BK2829 ** must always be validated when used as control.
 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 more information.
 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 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     -   194,645.559   911,290.335   MT  0.99993537   -0 27 39.3
 BK2829;SPC LA S     -   638,599.64  2,989,791.71   sFT  0.99993537   -0 27 39.3
 BK2829;UTM  15      - 3,347,033.137   571,657.286   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 12.3
 BK2829:UTM  15      -  1 B 005                                  093 23 02.0
 BK2829
 BK2829|---------------------------------------------------------------------|
 BK2829| PID    Reference Object                     Distance      Geod. Az  |
 BK2829|                                                           dddmmss.s |
 BK2829| BK2724 1 B 005                             APPROX. 1.0 KM 0934533.0 |
 BK2829|---------------------------------------------------------------------|
 BK2829
 BK2829                          SUPERSEDED SURVEY CONTROL
 BK2829
 BK2829  ELLIP H (02/12/02)  -19.036  (m)                       GP(       ) 4 2
 BK2829  NAD 83(1992)-  30 15 10.08906(N)    092 15 18.53948(W) AD(       ) B
 BK2829  ELLIP H (09/10/92)  -18.955  (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  NGVD 29 (07/19/86)    8.7    (m)           29.     (f) VERT ANG    3  
 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  HISTORY     - 20061023 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' 
 BK2829
 BK2829                          STATION RECOVERY (2006)
 BK2829
 BK2829'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2724  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2724 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2724 ** and geoid heights are valid at the date of observation. These heights
 BK2724 ** must always be validated when used as control.
 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 more information.
 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
 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 12.4
 BK2724:UTM  15      -  1 B 004                                  273 23 02.0
 BK2724
 BK2724|---------------------------------------------------------------------|
 BK2724| PID    Reference Object                     Distance      Geod. Az  |
 BK2724|                                                           dddmmss.s |
 BK2724| BK2829 1 B 004                             APPROX. 1.0 KM 2734552.5 |
 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    3  
 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 - October 23, 2006
 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  HISTORY     - 20061023 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' 
 BK2724
 BK2724                          STATION RECOVERY (2006)
 BK2724
 BK2724'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2775  **This station is located in a suspected subsidence area (see below).
 BK2775  ___________________________________________________________________
 BK2775  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2775  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2775 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2775 ** and geoid heights are valid at the date of observation. These heights
 BK2775 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2774  **This station is located in a suspected subsidence area (see below).
 BK2774  ___________________________________________________________________
 BK2774  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2774  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2774 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2774 ** and geoid heights are valid at the date of observation. These heights
 BK2774 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 - October 23, 2006
 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  HISTORY     - 20061023 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' 
 BK2774
 BK2774                          STATION RECOVERY (2006)
 BK2774
 BK2774'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2771  **This station is located in a suspected subsidence area (see below).
 BK2771  ___________________________________________________________________
 BK2771  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK2771  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2771 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2771 ** and geoid heights are valid at the date of observation. These heights
 BK2771 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2769  **This station is located in a suspected subsidence area (see below).
 BK2769  ___________________________________________________________________
 BK2769  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2769  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2769 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2769 ** and geoid heights are valid at the date of observation. These heights
 BK2769 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2768  **This station is located in a suspected subsidence area (see below).
 BK2768  ___________________________________________________________________
 BK2768  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2768  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2768 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2768 ** and geoid heights are valid at the date of observation. These heights
 BK2768 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2767  **This station is located in a suspected subsidence area (see below).
 BK2767  ___________________________________________________________________
 BK2767  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2767  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2767 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2767 ** and geoid heights are valid at the date of observation. These heights
 BK2767 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2765  **This station is located in a suspected subsidence area (see below).
 BK2765  ___________________________________________________________________
 BK2765  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2765  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2765 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2765 ** and geoid heights are valid at the date of observation. These heights
 BK2765 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2755  **This station is located in a suspected subsidence area (see below).
 BK2755  ___________________________________________________________________
 BK2755  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2755  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2755 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2755 ** and geoid heights are valid at the date of observation. These heights
 BK2755 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2752  **This station is located in a suspected subsidence area (see below).
 BK2752  ___________________________________________________________________
 BK2752  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2752  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2752 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2752 ** and geoid heights are valid at the date of observation. These heights
 BK2752 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2749  **This station is located in a suspected subsidence area (see below).
 BK2749  ___________________________________________________________________
 BK2749  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2749  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2749 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2749 ** and geoid heights are valid at the date of observation. These heights
 BK2749 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2747  **This station is located in a suspected subsidence area (see below).
 BK2747  ___________________________________________________________________
 BK2747  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2747  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2747 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2747 ** and geoid heights are valid at the date of observation. These heights
 BK2747 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2744  **This station is located in a suspected subsidence area (see below).
 BK2744  ___________________________________________________________________
 BK2744  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2744  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2744 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2744 ** and geoid heights are valid at the date of observation. These heights
 BK2744 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2709  **This station is located in a suspected subsidence area (see below).
 BK2709  ___________________________________________________________________
 BK2709  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK2709  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2709 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2709 ** and geoid heights are valid at the date of observation. These heights
 BK2709 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2703  **This station is located in a suspected subsidence area (see below).
 BK2703  ___________________________________________________________________
 BK2703  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK2703  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2703 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2703 ** and geoid heights are valid at the date of observation. These heights
 BK2703 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BK0355 ***********************************************************************
 BK0355  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0355  DESIGNATION -  1 V 14
 BK0355  PID         -  BK0355
 BK0355  STATE/COUNTY-  LA/ACADIA
 BK0355  USGS QUAD   -  WRIGHT (1987)
 BK0355
 BK0355                         *CURRENT SURVEY CONTROL
 BK0355  ___________________________________________________________________
 BK0355* NAD 83(2007)-  30 06 35.80234(N)    092 29 51.14463(W)     ADJUSTED  
 BK0355* NAVD 88     -         2.35   (meters)       7.7    (feet)  GPS OBS(2006.81)
 BK0355  **This station is located in a suspected subsidence area (see below).
 BK0355  ___________________________________________________________________
 BK0355  EPOCH DATE  -        2002.00
 BK0355  X           -    -240,635.129 (meters)                     COMP
 BK0355  Y           -  -5,516,885.685 (meters)                     COMP
 BK0355  Z           -   3,180,910.386 (meters)                     COMP
 BK0355  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK0355  ELLIP HEIGHT-         -24.772 (meters)          (03/12/08) ADJUSTED
 BK0355  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BK0355  HORZ ORDER  -  A
 BK0355  ELLP ORDER  -  THIRD     CLASS I
 BK0355
 BK0355.The horizontal coordinates were established by GPS observations
 BK0355.and adjusted by the National Geodetic Survey in March 2008.
 BK0355
 BK0355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0355.The horizontal coordinates are valid at the epoch date displayed above.
 BK0355.The epoch date for horizontal control is a decimal equivalence
 BK0355.of Year/Month/Day.
 BK0355
 BK0355.The orthometric height was determined by GPS observations and a
 BK0355.high-resolution geoid model.
 BK0355 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0355 ** and geoid heights are valid at the date of observation. These heights
 BK0355 ** must always be validated when used as control.
 BK0355 ** The orthometric height was determined by GPS observations using
 BK0355 ** precise GPS observation and processing techniques and a new
 BK0355 ** realization of GEOID03. It supersedes any height that may have been
 BK0355 ** previously determined for this station.
 BK0355 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0355 ** epoch indicated which incorporates improved geoid heights for the
 BK0355 ** Southern Louisiana Subsidence area.
 BK0355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0355
 BK0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0355
 BK0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0355
 BK0355.The ellipsoidal height was determined by GPS observations
 BK0355.and is referenced to NAD 83.
 BK0355
 BK0355.The geoid height was determined by GEOID03.
 BK0355
 BK0355;                    North         East     Units Scale Factor Converg.
 BK0355;SPC LA S     -   179,023.252   887,804.101   MT  0.99992755   -0 34 55.6
 BK0355;SPC LA S     -   587,345.45  2,912,737.29   sFT  0.99992755   -0 34 55.6
 BK0355;UTM  15      - 3,331,074.745   548,407.890   MT  0.99962891   +0 15 07.4
 BK0355
 BK0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0355!SPC LA S     -   1.00000389  x   0.99992755  =   0.99993144
 BK0355!UTM  15      -   1.00000389  x   0.99962891  =   0.99963280
 BK0355
 BK0355                          SUPERSEDED SURVEY CONTROL
 BK0355
 BK0355  NGVD 29 (??/??/??)    2.634  (m)            8.64   (f) ADJUSTED    2 0
 BK0355
 BK0355.Superseded values are not recommended for survey control.
 BK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0355.See file dsdata.txt to determine how the superseded data were derived.
 BK0355
 BK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4840831075(NAD 83)
 BK0355_MARKER: DD = SURVEY DISK
 BK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0355_STAMPING: 1V14 1968
 BK0355_MARK LOGO: LADHGS
 BK0355_PROJECTION: PROJECTING 15 CENTIMETERS
 BK0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0355+STABILITY: SURFACE MOTION
 BK0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0355+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 BK0355
 BK0355  HISTORY     - Date     Condition        Report By
 BK0355  HISTORY     - 1968     MONUMENTED       LADTD
 BK0355  HISTORY     - 20060605 GOOD             NGS
 BK0355
 BK0355                          STATION DESCRIPTION
 BK0355
 BK0355'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0355'1.05 MI S FROM MORSE.
 BK0355'ABOUT 1.05 MILES SOUTH ALONG LOUISIANA HIGHWAY 91 FROM THE
 BK0355'INTERSECTION OF LOUISIANA HIGHWAYS 91 AND 92 IN MORSE TO THE
 BK0355'INTERSECTION OF LOUISIANA HIGHWAYS 91 AND 1115.  IN SECTION 8, T11S,
 BK0355'R1W.  167.5 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 91, 66.0
 BK0355'FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 1115, 1.6 FEET
 BK0355'NORTHWEST OF A BARBED WIRE FENCE, 82.0 FEET EAST OF THE CENTERLINE OF
 BK0355'THE SOUTHERN PACIFIC RAILROAD TRACK, 47.0 FEET SOUTHWEST OF A POWER
 BK0355'POLE.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BK0355'GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTHEAST OF THE MARK.
 BK0355
 BK0355                          STATION RECOVERY (2006)
 BK0355
 BK0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0355'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0364 ***********************************************************************
 BK0364  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0364  DESIGNATION -  1 V 22
 BK0364  PID         -  BK0364
 BK0364  STATE/COUNTY-  LA/ACADIA
 BK0364  USGS QUAD   -  WRIGHT (1987)
 BK0364
 BK0364                         *CURRENT SURVEY CONTROL
 BK0364  ___________________________________________________________________
 BK0364* NAD 83(2007)-  30 05 42.51416(N)    092 22 41.88346(W)     ADJUSTED  
 BK0364* NAVD 88     -         3.58   (meters)      11.7    (feet)  GPS OBS(2006.81)
 BK0364  **This station is located in a suspected subsidence area (see below).
 BK0364  ___________________________________________________________________
 BK0364  EPOCH DATE  -        2002.00
 BK0364  X           -    -229,187.529 (meters)                     COMP
 BK0364  Y           -  -5,518,197.894 (meters)                     COMP
 BK0364  Z           -   3,179,491.438 (meters)                     COMP
 BK0364  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK0364  ELLIP HEIGHT-         -23.512 (meters)          (03/12/08) ADJUSTED
 BK0364  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0364  HORZ ORDER  -  A
 BK0364  ELLP ORDER  -  THIRD     CLASS I
 BK0364
 BK0364.The horizontal coordinates were established by GPS observations
 BK0364.and adjusted by the National Geodetic Survey in March 2008.
 BK0364
 BK0364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0364.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0364.The horizontal coordinates are valid at the epoch date displayed above.
 BK0364.The epoch date for horizontal control is a decimal equivalence
 BK0364.of Year/Month/Day.
 BK0364
 BK0364.The orthometric height was determined by GPS observations and a
 BK0364.high-resolution geoid model.
 BK0364 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0364 ** and geoid heights are valid at the date of observation. These heights
 BK0364 ** must always be validated when used as control.
 BK0364 ** The orthometric height was determined by GPS observations using
 BK0364 ** precise GPS observation and processing techniques and a new
 BK0364 ** realization of GEOID03. It supersedes any height that may have been
 BK0364 ** previously determined for this station.
 BK0364 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0364 ** epoch indicated which incorporates improved geoid heights for the
 BK0364 ** Southern Louisiana Subsidence area.
 BK0364 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0364
 BK0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0364
 BK0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0364
 BK0364.The ellipsoidal height was determined by GPS observations
 BK0364.and is referenced to NAD 83.
 BK0364
 BK0364.The geoid height was determined by GEOID03.
 BK0364
 BK0364;                    North         East     Units Scale Factor Converg.
 BK0364;SPC LA S     -   177,271.776   899,280.017   MT  0.99992709   -0 31 21.0
 BK0364;SPC LA S     -   581,599.15  2,950,387.86   sFT  0.99992709   -0 31 21.0
 BK0364;UTM  15      - 3,329,490.998   559,904.742   MT  0.99964427   +0 18 42.3
 BK0364
 BK0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0364!SPC LA S     -   1.00000369  x   0.99992709  =   0.99993078
 BK0364!UTM  15      -   1.00000369  x   0.99964427  =   0.99964796
 BK0364
 BK0364                          SUPERSEDED SURVEY CONTROL
 BK0364
 BK0364  NGVD 29 (??/??/??)    3.864  (m)           12.68   (f) ADJUSTED    2 0
 BK0364
 BK0364.Superseded values are not recommended for survey control.
 BK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0364.See file dsdata.txt to determine how the superseded data were derived.
 BK0364
 BK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP5990529491(NAD 83)
 BK0364_MARKER: DD = SURVEY DISK
 BK0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0364_STAMPING: 1V22 1968
 BK0364_MARK LOGO: LADHGS
 BK0364_PROJECTION: FLUSH
 BK0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0364+STABILITY: SURFACE MOTION
 BK0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0364+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 BK0364
 BK0364  HISTORY     - Date     Condition        Report By
 BK0364  HISTORY     - 1968     MONUMENTED       LADTD
 BK0364  HISTORY     - 20060510 GOOD             NGS
 BK0364  HISTORY     - 20060605 GOOD             NGS
 BK0364
 BK0364                          STATION DESCRIPTION
 BK0364
 BK0364'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0364'9.05 MI SE FROM MORSE.
 BK0364'ABOUT 1.05 MILES SOUTH ALONG LOUISIANA HIGHWAY 91 FROM THE
 BK0364'INTERSECTION OF LOUISIANA HIGHWAYS 91 AND 92 IN MORSE TO THE
 BK0364'INTERSECTION OF LOUISIANA HIGHWAYS 91 AND 1115.  THENCE ABOUT 8.00
 BK0364'MILES SOUTHEAST ALONG LOUISIANA HIGHWAY 1115.  IN SECTION 9, T11S,
 BK0364'R1E.  LOCATED IN THE SOUTHWEST CORNER OF THE ST. JOHN CEMETERY IN THE
 BK0364'VILLAGE OF LYONS POINT, 255.0 FEET NORTH OF THE CENTERLINE OF
 BK0364'LOUISIANA HIGHWAY 1115, 25.5 FEET EAST OF THE CENTERLINE OF A BLACKTOP
 BK0364'ROAD LEADING NORTH, 94.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF ST.
 BK0364'JOHN THE BAPTIST CATHOLIC CHURCH, 0.6 FOOT EAST OF A CHAIN-LINK FENCE,
 BK0364'0.7 FOOT NORTH OF A CHAIN-LINK FENCE.  SET IN TOP OF A CONCRETE POST
 BK0364'SET FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT NORTH
 BK0364'OF THE MARK.
 BK0364
 BK0364                          STATION RECOVERY (2006)
 BK0364
 BK0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0364'RECOVERED AS DESCRIBED.
 BK0364
 BK0364                          STATION RECOVERY (2006)
 BK0364
 BK0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0364'RECIVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0958 ***********************************************************************
 BK0958  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0958  DESIGNATION -  1 V 27
 BK0958  PID         -  BK0958
 BK0958  STATE/COUNTY-  LA/ACADIA
 BK0958  USGS QUAD   -  EVANGELINE (1985)
 BK0958
 BK0958                         *CURRENT SURVEY CONTROL
 BK0958  ___________________________________________________________________
 BK0958* NAD 83(2007)-  30 16 44.69178(N)    092 35 04.28958(W)     ADJUSTED  
 BK0958* NAVD 88     -         7.55   (meters)      24.8    (feet)  GPS OBS(2006.81)
 BK0958  **This station is located in a suspected subsidence area (see below).
 BK0958  ___________________________________________________________________
 BK0958  EPOCH DATE  -        2002.00
 BK0958  X           -    -248,585.387 (meters)                     COMP
 BK0958  Y           -  -5,507,098.019 (meters)                     COMP
 BK0958  Z           -   3,197,118.617 (meters)                     COMP
 BK0958  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK0958  ELLIP HEIGHT-         -19.788 (meters)          (03/12/08) ADJUSTED
 BK0958  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK0958  HORZ ORDER  -  A
 BK0958  ELLP ORDER  -  THIRD     CLASS I
 BK0958
 BK0958.The horizontal coordinates were established by GPS observations
 BK0958.and adjusted by the National Geodetic Survey in March 2008.
 BK0958
 BK0958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0958.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0958.The horizontal coordinates are valid at the epoch date displayed above.
 BK0958.The epoch date for horizontal control is a decimal equivalence
 BK0958.of Year/Month/Day.
 BK0958
 BK0958.The orthometric height was determined by GPS observations and a
 BK0958.high-resolution geoid model.
 BK0958 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0958 ** and geoid heights are valid at the date of observation. These heights
 BK0958 ** must always be validated when used as control.
 BK0958 ** The orthometric height was determined by GPS observations using
 BK0958 ** precise GPS observation and processing techniques and a new
 BK0958 ** realization of GEOID03. It supersedes any height that may have been
 BK0958 ** previously determined for this station.
 BK0958 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0958 ** epoch indicated which incorporates improved geoid heights for the
 BK0958 ** Southern Louisiana Subsidence area.
 BK0958 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0958
 BK0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0958
 BK0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0958
 BK0958.The ellipsoidal height was determined by GPS observations
 BK0958.and is referenced to NAD 83.
 BK0958
 BK0958.The geoid height was determined by GEOID03.
 BK0958
 BK0958;                    North         East     Units Scale Factor Converg.
 BK0958;SPC LA S     -   197,858.895   879,626.320   MT  0.99993749   -0 37 32.2
 BK0958;SPC LA S     -   649,142.06  2,885,907.35   sFT  0.99993749   -0 37 32.2
 BK0958;UTM  15      - 3,349,783.502   539,959.189   MT  0.99961970   +0 12 34.2
 BK0958
 BK0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0958!SPC LA S     -   1.00000311  x   0.99993749  =   0.99994060
 BK0958!UTM  15      -   1.00000311  x   0.99961970  =   0.99962281
 BK0958
 BK0958                          SUPERSEDED SURVEY CONTROL
 BK0958
 BK0958  NGVD 29 (??/??/??)    7.770  (m)           25.49   (f) ADJUSTED    2 0
 BK0958
 BK0958.Superseded values are not recommended for survey control.
 BK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0958.See file dsdata.txt to determine how the superseded data were derived.
 BK0958
 BK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3995949784(NAD 83)
 BK0958_MARKER: DD = SURVEY DISK
 BK0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0958_STAMPING: 1V27 1968
 BK0958_MARK LOGO: LADHGS
 BK0958_PROJECTION: PROJECTING 8 CENTIMETERS
 BK0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0958+STABILITY: SURFACE MOTION
 BK0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0958+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BK0958
 BK0958  HISTORY     - Date     Condition        Report By
 BK0958  HISTORY     - 1968     MONUMENTED       LADTD
 BK0958  HISTORY     - 20050120 GOOD             USPSQD
 BK0958  HISTORY     - 20060606 GOOD             NGS
 BK0958
 BK0958                          STATION DESCRIPTION
 BK0958
 BK0958'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0958'5.15 MI NE FROM JENNINGS.
 BK0958'ABOUT 5.15 MILES NORTHEAST ALONG LOUISIANA HIGHWAY 97 FROM THE
 BK0958'NORTHEAST END OF THE LOUISIANA HIGHWAY 97 OVERPASS OVER INTERSTATE
 BK0958'HIGHWAY 10 NORTHEAST OF JENNINGS.  IN SECTION 50, T9S, R2W.  41.0 FEET
 BK0958'EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 97, 15.6 FEET SOUTH OF
 BK0958'TELEPHONE POLE NUMBER 180, 51.0 FEET NORTH OF THE CENTERLINE OF A
 BK0958'DRIVEWAY LEADING EAST INTO A FIELD, 147.8 FEET SOUTHEAST OF THE
 BK0958'SOUTHEAST CORNER OF A WOOD FRAME COMBINATION GROCERY STORE AND SERVICE
 BK0958'STATION BUILDING, 0.9 FOOT WEST OF A BARBED WIRE FENCE.  SET IN TOP OF
 BK0958'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS
 BK0958'LOCATED 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
 BK0958
 BK0958                          STATION RECOVERY (2005)
 BK0958
 BK0958'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK0958'GROCERY STORE NO LONGER EXISTS.
 BK0958
 BK0958                          STATION RECOVERY (2006)
 BK0958
 BK0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0958'RECOVERED IN GOOD CONDITION. TO REACH FROM I-10 EXIT 65, PROCEED 4.95
 BK0958'MI (8.0 KM) NORTH ALONG STATE HIGHWAY 97 FROM I-10 W-BD LANES TO THE
 BK0958'MARK ON THE RIGHT, ACROSS SR 97 FROM A 2-STORY BRICK HOUSE, 17.0 FT
 BK0958'(5.2 M) SOUTH OF UTILITY POLE 180.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0966  **This station is located in a suspected subsidence area (see below).
 BK0966  ___________________________________________________________________
 BK0966  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK0966  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0966 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0966 ** and geoid heights are valid at the date of observation. These heights
 BK0966 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 BK0972 ***********************************************************************
 BK0972  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0972  DESIGNATION -  1 V 41
 BK0972  PID         -  BK0972
 BK0972  STATE/COUNTY-  LA/ACADIA
 BK0972  USGS QUAD   -  BASILE (1985)
 BK0972
 BK0972                         *CURRENT SURVEY CONTROL
 BK0972  ___________________________________________________________________
 BK0972* NAD 83(2007)-  30 27 43.62189(N)    092 34 27.32593(W)     ADJUSTED  
 BK0972* NAVD 88     -        11.32   (meters)      37.1    (feet)  GPS OBS(2006.81)
 BK0972  **This station is located in a suspected subsidence area (see below).
 BK0972  ___________________________________________________________________
 BK0972  EPOCH DATE  -        2002.00
 BK0972  X           -    -247,137.857 (meters)                     COMP
 BK0972  Y           -  -5,496,897.101 (meters)                     COMP
 BK0972  Z           -   3,214,627.135 (meters)                     COMP
 BK0972  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK0972  ELLIP HEIGHT-         -16.003 (meters)          (03/12/08) ADJUSTED
 BK0972  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BK0972  HORZ ORDER  -  A
 BK0972  ELLP ORDER  -  THIRD     CLASS I
 BK0972
 BK0972.The horizontal coordinates were established by GPS observations
 BK0972.and adjusted by the National Geodetic Survey in March 2008.
 BK0972
 BK0972.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0972.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0972.The horizontal coordinates are valid at the epoch date displayed above.
 BK0972.The epoch date for horizontal control is a decimal equivalence
 BK0972.of Year/Month/Day.
 BK0972
 BK0972.The orthometric height was determined by GPS observations and a
 BK0972.high-resolution geoid model.
 BK0972 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0972 ** and geoid heights are valid at the date of observation. These heights
 BK0972 ** must always be validated when used as control.
 BK0972 ** The orthometric height was determined by GPS observations using
 BK0972 ** precise GPS observation and processing techniques and a new
 BK0972 ** realization of GEOID03. It supersedes any height that may have been
 BK0972 ** previously determined for this station.
 BK0972 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0972 ** epoch indicated which incorporates improved geoid heights for the
 BK0972 ** Southern Louisiana Subsidence area.
 BK0972 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0972
 BK0972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0972
 BK0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0972
 BK0972.The ellipsoidal height was determined by GPS observations
 BK0972.and is referenced to NAD 83.
 BK0972
 BK0972.The geoid height was determined by GEOID03.
 BK0972
 BK0972;                    North         East     Units Scale Factor Converg.
 BK0972;SPC LA S     -   218,137.038   880,833.831   MT  0.99995804   -0 37 13.7
 BK0972;SPC LA S     -   715,671.27  2,889,868.99   sFT  0.99995804   -0 37 13.7
 BK0972;UTM  15      - 3,370,070.468   540,870.511   MT  0.99962061   +0 12 57.0
 BK0972
 BK0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0972!SPC LA S     -   1.00000251  x   0.99995804  =   0.99996055
 BK0972!UTM  15      -   1.00000251  x   0.99962061  =   0.99962312
 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: 15RWP4087170070(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_MARK LOGO: LADHGS
 BK0972_PROJECTION: FLUSH
 BK0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0972+STABILITY: SURFACE MOTION
 BK0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0972+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 BK0972
 BK0972  HISTORY     - Date     Condition        Report By
 BK0972  HISTORY     - 1968     MONUMENTED       LADTD
 BK0972  HISTORY     - 1969     GOOD             LADTD
 BK0972  HISTORY     - 20060306 GOOD             USPSQD
 BK0972  HISTORY     - 20060526 GOOD             NGS
 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
 BK0972
 BK0972                          STATION RECOVERY (2006)
 BK0972
 BK0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0972'TO REACH FROM IOTA, JUNCTION OF LA-91 AND LA-98 (KENNEDY AVENUE OR DES
 BK0972'CANNES HIGHWAY), GO 5.9 MI (9.5 KM) NORTH ALONG LA-91 TO THE JUNCTION
 BK0972'OF LA-368 (AKA REDICH ROAD), THENCE LEFT (WEST) 3.8 MI (6.1 KM) ALONG
 BK0972'LA-368 TO JUNCTION LA-97 (EVANGELINE HIGHWAY), THENCE RIGHT (NORTH)
 BK0972'3.55 MI (5.71 KM) TO MARK ON RIGHT AT THE JUNCTION OF LA-97 AND ALLIE
 BK0972'YOUNG ROAD, OPPOSITE THE JJ RANCH.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3366  **This station is located in a suspected subsidence area (see below).
 BK3366  ___________________________________________________________________
 BK3366  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK3366  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3366 ** and geoid heights are valid at the date of observation. These heights
 BK3366 ** must always be validated when used as control.
 BK3366 ** The orthometric height has not been validated since last determined
 BK3366 ** by differential leveling and should not be used for control purposes.
 BK3366 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3366 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3366 ** epoch indicated which incorporates improved geoid heights for the
 BK3366 ** Southern Louisiana Subsidence area.
 BK3366 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 BK0986 ***********************************************************************
 BK0986  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0986  DESIGNATION -  1 V 69
 BK0986  PID         -  BK0986
 BK0986  STATE/COUNTY-  LA/ACADIA
 BK0986  USGS QUAD   -  EVANGELINE (1985)
 BK0986
 BK0986                         *CURRENT SURVEY CONTROL
 BK0986  ___________________________________________________________________
 BK0986* NAD 83(2007)-  30 20 01.75322(N)    092 30 05.63441(W)     ADJUSTED  
 BK0986* NAVD 88     -         7.80   (meters)      25.6    (feet)  GPS OBS(2006.81)
 BK0986  **This station is located in a suspected subsidence area (see below).
 BK0986  ___________________________________________________________________
 BK0986  EPOCH DATE  -        2002.00
 BK0986  X           -    -240,477.640 (meters)                     COMP
 BK0986  Y           -  -5,504,393.098 (meters)                     COMP
 BK0986  Z           -   3,202,357.682 (meters)                     COMP
 BK0986  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK0986  ELLIP HEIGHT-         -19.567 (meters)          (03/12/08) ADJUSTED
 BK0986  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK0986  HORZ ORDER  -  A
 BK0986  ELLP ORDER  -  THIRD     CLASS I
 BK0986
 BK0986.The horizontal coordinates were established by GPS observations
 BK0986.and adjusted by the National Geodetic Survey in March 2008.
 BK0986
 BK0986.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0986.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0986.The horizontal coordinates are valid at the epoch date displayed above.
 BK0986.The epoch date for horizontal control is a decimal equivalence
 BK0986.of Year/Month/Day.
 BK0986
 BK0986.The orthometric height was determined by GPS observations and a
 BK0986.high-resolution geoid model.
 BK0986 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0986 ** and geoid heights are valid at the date of observation. These heights
 BK0986 ** must always be validated when used as control.
 BK0986 ** The orthometric height was determined by GPS observations using
 BK0986 ** precise GPS observation and processing techniques and a new
 BK0986 ** realization of GEOID03. It supersedes any height that may have been
 BK0986 ** previously determined for this station.
 BK0986 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0986 ** epoch indicated which incorporates improved geoid heights for the
 BK0986 ** Southern Louisiana Subsidence area.
 BK0986 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0986
 BK0986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0986
 BK0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0986
 BK0986.The ellipsoidal height was determined by GPS observations
 BK0986.and is referenced to NAD 83.
 BK0986
 BK0986.The geoid height was determined by GEOID03.
 BK0986
 BK0986;                    North         East     Units Scale Factor Converg.
 BK0986;SPC LA S     -   203,842.224   887,669.225   MT  0.99994257   -0 35 02.9
 BK0986;SPC LA S     -   668,772.36  2,912,294.78   sFT  0.99994257   -0 35 02.9
 BK0986;UTM  15      - 3,355,881.542   547,911.480   MT  0.99962832   +0 15 06.2
 BK0986
 BK0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0986!SPC LA S     -   1.00000307  x   0.99994257  =   0.99994564
 BK0986!UTM  15      -   1.00000307  x   0.99962832  =   0.99963139
 BK0986
 BK0986                          SUPERSEDED SURVEY CONTROL
 BK0986
 BK0986  NGVD 29 (??/??/??)    8.019  (m)           26.31   (f) ADJUSTED    2 0
 BK0986
 BK0986.Superseded values are not recommended for survey control.
 BK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0986.See file dsdata.txt to determine how the superseded data were derived.
 BK0986
 BK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4791155882(NAD 83)
 BK0986_MARKER: DD = SURVEY DISK
 BK0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0986_STAMPING: 1V69 1968
 BK0986_MARK LOGO: LADHGS
 BK0986_PROJECTION: PROJECTING 8 CENTIMETERS
 BK0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0986+STABILITY: SURFACE MOTION
 BK0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0986+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 BK0986
 BK0986  HISTORY     - Date     Condition        Report By
 BK0986  HISTORY     - 1968     MONUMENTED       LADTD
 BK0986  HISTORY     - 1969     GOOD             LADTD
 BK0986  HISTORY     - 20050120 MARK NOT FOUND   USPSQD
 BK0986  HISTORY     - 20060606 GOOD             NGS
 BK0986
 BK0986                          STATION DESCRIPTION
 BK0986
 BK0986'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0986'1.05 MI W FROM IOTA.
 BK0986'ABOUT 1.05 MILES WEST ALONG LOUISIANA HIGHWAY 98 FROM THE IOTA HIGH
 BK0986'SCHOOL IN IOTA.  IN SECTION 30, T8S, R1W.  LOCATED IN THE EAST SIDE OF
 BK0986'A LOUISIANA DEPARTMENT OF HIGHWAY MAINTENANCE YARD.  114.2 FEET SOUTH
 BK0986'OF THE CENTERLINE OF LOUISIANA HIGHWAY 98, 46.5 FEET SOUTH-SOUTHWEST
 BK0986'OF THE SOUTHEAST CORNER OF A WOOD FRAME OFFICE BUILDING WITH SHEET
 BK0986'METAL SIDING, 103.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOOD
 BK0986'FRAME RESIDENCE BELONGING TO MRS. O. FONTENOT, 0.8 FOOT EAST OF A
 BK0986'COMBINATION MESH AND BARBED WIRE FENCE. SET IN TOP OF A CONCRETE POST
 BK0986'PROJECTING 3 INCHES ABOVE THE GROUND. THE MARK IS LOCATED 1.1 FOOT
 BK0986'SOUTH OF A STEEL WITNESS POST.
 BK0986
 BK0986                          STATION RECOVERY (2005)
 BK0986
 BK0986'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 BK0986'MARK NOT FOUND.
 BK0986
 BK0986                          STATION RECOVERY (2006)
 BK0986
 BK0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0986'TO REACH THE JUNCTION OF LA-91 AND LA-98 IN IOTA, GO 0.2 MI (0.3 KM)
 BK0986'WEST ALONG THE LA-98 TO THE MARK ON THE LEFT AT THE SOUTHERN
 BK0986'APARTMENTS COMPLEX AND ACROSS FROM AN ELEMENTARY SCHOOL.
 BK0986' 
 BK0986'MARK IS 71 FT (21.6 M) SOUTHWEST OF UTILITY POLE WITH LIGHT, 64 FT
 BK0986'(19.5 M) NORTHWEST OF THE NORTHEAST CORNER OF APARTMENT BUILDING, 64
 BK0986'FT (19.5 M) SOUTH-SOUTHWEST OF A 5-FT HIGHT CUT-OFF UTILITY POLE AND
 BK0986'35 FT (10.7 M) SOUTHWEST OF THE JUNCTION OF ROAD AND CONCRETE ACCESS
 BK0986'TO DUMPSTER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0474  **This station is located in a suspected subsidence area (see below).
 BK0474  ___________________________________________________________________
 BK0474  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK0474  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0474 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0474 ** and geoid heights are valid at the date of observation. These heights
 BK0474 ** must always be validated when used as control.
 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 more information.
 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 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 - October 23, 2006
 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  HISTORY     - 20061023 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' 
 BK0474
 BK0474                          STATION RECOVERY (2006)
 BK0474
 BK0474'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0516 ***********************************************************************
 BK0516  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0516  DESIGNATION -  1 V 95
 BK0516  PID         -  BK0516
 BK0516  STATE/COUNTY-  LA/ACADIA
 BK0516  USGS QUAD   -  CHURCH POINT (1983)
 BK0516
 BK0516                         *CURRENT SURVEY CONTROL
 BK0516  ___________________________________________________________________
 BK0516* NAD 83(2007)-  30 24 46.16893(N)    092 13 33.66098(W)     ADJUSTED  
 BK0516* NAVD 88     -        14.44   (meters)      47.4    (feet)  GPS OBS(2006.81)
 BK0516  **This station is located in a suspected subsidence area (see below).
 BK0516  ___________________________________________________________________
 BK0516  EPOCH DATE  -        2002.00
 BK0516  X           -    -213,831.321 (meters)                     COMP
 BK0516  Y           -  -5,501,066.524 (meters)                     COMP
 BK0516  Z           -   3,209,917.250 (meters)                     COMP
 BK0516  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK0516  ELLIP HEIGHT-         -12.942 (meters)          (03/12/08) ADJUSTED
 BK0516  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK0516  HORZ ORDER  -  A
 BK0516  ELLP ORDER  -  THIRD     CLASS I
 BK0516
 BK0516.The horizontal coordinates were established by GPS observations
 BK0516.and adjusted by the National Geodetic Survey in March 2008.
 BK0516
 BK0516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0516.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0516.The horizontal coordinates are valid at the epoch date displayed above.
 BK0516.The epoch date for horizontal control is a decimal equivalence
 BK0516.of Year/Month/Day.
 BK0516
 BK0516.The orthometric height was determined by GPS observations and a
 BK0516.high-resolution geoid model.
 BK0516 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0516 ** and geoid heights are valid at the date of observation. These heights
 BK0516 ** must always be validated when used as control.
 BK0516 ** The orthometric height was determined by GPS observations using
 BK0516 ** precise GPS observation and processing techniques and a new
 BK0516 ** realization of GEOID03. It supersedes any height that may have been
 BK0516 ** previously determined for this station.
 BK0516 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0516 ** epoch indicated which incorporates improved geoid heights for the
 BK0516 ** Southern Louisiana Subsidence area.
 BK0516 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0516
 BK0516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0516
 BK0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0516
 BK0516.The ellipsoidal height was determined by GPS observations
 BK0516.and is referenced to NAD 83.
 BK0516
 BK0516.The geoid height was determined by GEOID03.
 BK0516
 BK0516;                    North         East     Units Scale Factor Converg.
 BK0516;SPC LA S     -   212,361.555   914,232.037   MT  0.99995150   -0 26 46.9
 BK0516;SPC LA S     -   696,722.87  2,999,442.94   sFT  0.99995150   -0 26 46.9
 BK0516;UTM  15      - 3,364,785.303   574,339.081   MT  0.99966817   +0 23 30.6
 BK0516
 BK0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0516!SPC LA S     -   1.00000203  x   0.99995150  =   0.99995353
 BK0516!UTM  15      -   1.00000203  x   0.99966817  =   0.99967020
 BK0516
 BK0516                          SUPERSEDED SURVEY CONTROL
 BK0516
 BK0516  NGVD 29 (??/??/??)   14.677  (m)           48.15   (f) ADJUSTED    2 0
 BK0516
 BK0516.Superseded values are not recommended for survey control.
 BK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0516.See file dsdata.txt to determine how the superseded data were derived.
 BK0516
 BK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7433964785(NAD 83)
 BK0516_MARKER: DD = SURVEY DISK
 BK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0516_STAMPING: 1V95 1969
 BK0516_MARK LOGO: LADHGS
 BK0516_PROJECTION: PROJECTING 8 CENTIMETERS
 BK0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0516+STABILITY: SURFACE MOTION
 BK0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0516+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 BK0516
 BK0516  HISTORY     - Date     Condition        Report By
 BK0516  HISTORY     - 1969     MONUMENTED       LADTD
 BK0516  HISTORY     - 19970604 GOOD             USPSQD
 BK0516  HISTORY     - 20060606 GOOD             NGS
 BK0516  HISTORY     - 20080924 GOOD             JCLS
 BK0516
 BK0516                          STATION DESCRIPTION
 BK0516
 BK0516'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0516'0.75 MI NW FROM CHURCH POINT.
 BK0516'ABOUT 0.20 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95 AND 35 (NORTH
 BK0516'MAIN STREET) FROM THE TEXAS AND PACIFIC RAILROAD STATION IN CHURCH
 BK0516'POINT TO THE JUNCTION OF LOUISIANA HIGHWAYS 95 AND 35.  THENCE ABOUT
 BK0516'0.55 MILE NORTHWEST ALONG LOUISIANA HIGHWAY 95.  IN SECTION 40, T7S,
 BK0516'R2E.  LOCATED IN THE NORTHWEST CORNER OF THE MOTHER MERCY CONVENT
 BK0516'SCHOOL GROUNDS, 57.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0516'95, 48.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK VENEER
 BK0516'BUILDING BELONGING TO THE MORTHER MERCY CONVENT, 41.1 FEET WEST OF THE
 BK0516'WEST EDGE OF A CONCRETE SIDEWALK, 8.3 FEET NORTH OF AN 18 INCH PINE
 BK0516'TREE, 0.9 FOOT EAST OF A MESH WIRE FENCE.  SET IN TOP OF A CONCRETE
 BK0516'POST PROJECTING 3 INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 1.3
 BK0516'FEET NORTHEAST OF A STEEL WITNESS POST.
 BK0516
 BK0516                          STATION RECOVERY (1997)
 BK0516
 BK0516'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK0516'RECOVERED IN GOOD CONDITION.
 BK0516
 BK0516                          STATION RECOVERY (2006)
 BK0516
 BK0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0516'TO REACH FROM THE SOUTHERLY JUNCTION OF LA-35 AND LA-95 IN CHURCH
 BK0516'POINT (CANAL ST AND MAIN ST), GO 0.3 MI (0.5 KM) NORTHWEST ALONG MAIN
 BK0516'STREET TO  PLAQUEMINE STREET WHERE LA-35 TURNS OFF TO NORTHEAST.
 BK0516'CONTINUE 0.55 MILE NW ALONG MAIN (LA-95) TO THE MARK ON THE LEFT IN A
 BK0516'FENCELINE AT THE NORTHERLY END OF CHURCH PROPERTY.
 BK0516
 BK0516                          STATION RECOVERY (2008)
 BK0516
 BK0516'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BK0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1679  **This station is located in a suspected 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 was scaled from a topographic map.
 BK1679 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1679 ** and geoid heights are valid at the date of observation. These heights
 BK1679 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0761  **This station is located in a suspected subsidence area (see below).
 BK0761  ___________________________________________________________________
 BK0761  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BK0761  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0761 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0761 ** and geoid heights are valid at the date of observation. These heights
 BK0761 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0760  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0760 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0760 ** and geoid heights are valid at the date of observation. These heights
 BK0760 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1391  **This station is located in a suspected subsidence area (see below).
 BK1391  ___________________________________________________________________
 BK1391  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BK1391  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1391 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1391 ** and geoid heights are valid at the date of observation. These heights
 BK1391 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1599  **This station is located in a suspected 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 was scaled from a topographic map.
 BK1599 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1599 ** and geoid heights are valid at the date of observation. These heights
 BK1599 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2485  **This station is located in a suspected subsidence area (see below).
 BK2485  ___________________________________________________________________
 BK2485  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK2485  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BK2485  DYNAMIC HT  -           7.4   (meters)      24.    (feet)  COMP
 BK2485  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 BK2485
 BK2485  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2485 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2485 ** and geoid heights are valid at the date of observation. These heights
 BK2485 ** must always be validated when used as control.
 BK2485 ** The orthometric height has not been validated since last determined
 BK2485 ** by differential leveling and should not be used for control purposes.
 BK2485 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2485 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2485 ** epoch indicated which incorporates improved geoid heights for the
 BK2485 ** Southern Louisiana Subsidence area.
 BK2485 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 00.9
 BK2485:SPC TX C     -  VINTON                                   175 30 57.9
 BK2485:UTM  15      -  VINTON                                   179 17 09.7
 BK2485
 BK2485|---------------------------------------------------------------------|
 BK2485| PID    Reference Object                     Distance      Geod. Az  |
 BK2485|                                                           dddmmss.s |
 BK2485| BK2483 VINTON                              APPROX. 1.4 KM 1785750.2 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2481  **This station is located in a suspected subsidence area (see below).
 BK2481  ___________________________________________________________________
 BK2481  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2481  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2481  DYNAMIC HT  -           5.6   (meters)      18.    (feet)  COMP
 BK2481  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 BK2481
 BK2481  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2481 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2481 ** and geoid heights are valid at the date of observation. These heights
 BK2481 ** must always be validated when used as control.
 BK2481 ** The orthometric height has not been validated since last determined
 BK2481 ** by differential leveling and should not be used for control purposes.
 BK2481 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2481 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2481 ** epoch indicated which incorporates improved geoid heights for the
 BK2481 ** Southern Louisiana Subsidence area.
 BK2481 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 37.1
 BK2481:SPC TX C     -  VINTON                                   001 16 34.1
 BK2481:UTM  15      -  VINTON                                   005 02 45.3
 BK2481
 BK2481|---------------------------------------------------------------------|
 BK2481| PID    Reference Object                     Distance      Geod. Az  |
 BK2481|                                                           dddmmss.s |
 BK2481| BK2483 VINTON                              414.030 METERS 0044326.2 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2480  **This station is located in a suspected subsidence area (see below).
 BK2480  ___________________________________________________________________
 BK2480  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BK2480  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BK2480  DYNAMIC HT  -           6.6   (meters)      22.    (feet)  COMP
 BK2480  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 BK2480
 BK2480  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2480 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2480 ** and geoid heights are valid at the date of observation. These heights
 BK2480 ** must always be validated when used as control.
 BK2480 ** The orthometric height has not been validated since last determined
 BK2480 ** by differential leveling and should not be used for control purposes.
 BK2480 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2480 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2480 ** epoch indicated which incorporates improved geoid heights for the
 BK2480 ** Southern Louisiana Subsidence area.
 BK2480 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2479  **This station is located in a suspected subsidence area (see below).
 BK2479  ___________________________________________________________________
 BK2479  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2479  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK2479  DYNAMIC HT  -           5.9   (meters)      19.    (feet)  COMP
 BK2479  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BK2479
 BK2479  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2479 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2479 ** and geoid heights are valid at the date of observation. These heights
 BK2479 ** must always be validated when used as control.
 BK2479 ** The orthometric height has not been validated since last determined
 BK2479 ** by differential leveling and should not be used for control purposes.
 BK2479 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2479 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2479 ** epoch indicated which incorporates improved geoid heights for the
 BK2479 ** Southern Louisiana Subsidence area.
 BK2479 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2478  **This station is located in a suspected subsidence area (see below).
 BK2478  ___________________________________________________________________
 BK2478  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2478  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BK2478  DYNAMIC HT  -           7.2   (meters)      24.    (feet)  COMP
 BK2478  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 BK2478
 BK2478  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2478 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2478 ** and geoid heights are valid at the date of observation. These heights
 BK2478 ** must always be validated when used as control.
 BK2478 ** The orthometric height has not been validated since last determined
 BK2478 ** by differential leveling and should not be used for control purposes.
 BK2478 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2478 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2478 ** epoch indicated which incorporates improved geoid heights for the
 BK2478 ** Southern Louisiana Subsidence area.
 BK2478 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2477  **This station is located in a suspected subsidence area (see below).
 BK2477  ___________________________________________________________________
 BK2477  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK2477  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BK2477  DYNAMIC HT  -           5.6   (meters)      18.    (feet)  COMP
 BK2477  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 BK2477
 BK2477  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2477 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2477 ** and geoid heights are valid at the date of observation. These heights
 BK2477 ** must always be validated when used as control.
 BK2477 ** The orthometric height has not been validated since last determined
 BK2477 ** by differential leveling and should not be used for control purposes.
 BK2477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2477 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2477 ** epoch indicated which incorporates improved geoid heights for the
 BK2477 ** Southern Louisiana Subsidence area.
 BK2477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2475  **This station is located in a suspected subsidence area (see below).
 BK2475  ___________________________________________________________________
 BK2475  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK2475  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BK2475  DYNAMIC HT  -           4.5   (meters)      15.    (feet)  COMP
 BK2475  MODELED GRAV-     979,314.0   (mgal)                       NAVD 88
 BK2475
 BK2475  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2475 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2475 ** and geoid heights are valid at the date of observation. These heights
 BK2475 ** must always be validated when used as control.
 BK2475 ** The orthometric height has not been validated since last determined
 BK2475 ** by differential leveling and should not be used for control purposes.
 BK2475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2475 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2475 ** epoch indicated which incorporates improved geoid heights for the
 BK2475 ** Southern Louisiana Subsidence area.
 BK2475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 41 54.7
 BK2475:SPC TX C     -  10E009                                   178 05 51.7
 BK2475:UTM  15      -  10E009                                   181 52 00.6
 BK2475
 BK2475|---------------------------------------------------------------------|
 BK2475| PID    Reference Object                     Distance      Geod. Az  |
 BK2475|                                                           dddmmss.s |
 BK2475| BK3217 10E009                              APPROX. 1.7 KM 1813246.5 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1841  **This station is located in a suspected subsidence area (see below).
 BK1841  ___________________________________________________________________
 BK1841  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK1841  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1841 ** and geoid heights are valid at the date of observation. These heights
 BK1841 ** must always be validated when used as control.
 BK1841 ** The orthometric height has not been validated since last determined
 BK1841 ** by differential leveling and should not be used for control purposes.
 BK1841 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK1841 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1841 ** epoch indicated which incorporates improved geoid heights for the
 BK1841 ** Southern Louisiana Subsidence area.
 BK1841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2252  **This station is located in a suspected subsidence area (see below).
 BK2252  ___________________________________________________________________
 BK2252  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK2252  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BK2252  DYNAMIC HT  -           5.3   (meters)      17.    (feet)  COMP
 BK2252  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 BK2252
 BK2252  HORZ ORDER  -  THIRD
 BK2252  VERT ORDER  -  FIRST     CLASS II (See Below)
 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 scaled from a topographic map.
 BK2252 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2252 ** and geoid heights are valid at the date of observation. These heights
 BK2252 ** must always be validated when used as control.
 BK2252 ** The orthometric height has not been validated since last determined
 BK2252 ** by differential leveling and should not be used for control purposes.
 BK2252 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2252 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2252 ** epoch indicated which incorporates improved geoid heights for the
 BK2252 ** Southern Louisiana Subsidence area.
 BK2252 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2252.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AC8251 ***********************************************************************
 AC8251  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AC8251  DESIGNATION -  10 V 120 RESET
 AC8251  PID         -  AC8251
 AC8251  STATE/COUNTY-  LA/CALCASIEU
 AC8251  USGS QUAD   -  MOSS BLUFF (1994)
 AC8251
 AC8251                         *CURRENT SURVEY CONTROL
 AC8251  ___________________________________________________________________
 AC8251* NAD 83(2007)-  30 19 37.36122(N)    093 12 01.80688(W)     ADJUSTED  
 AC8251* NAVD 88     -         8.02   (meters)      26.3    (feet)  GPS OBS(2006.81)
 AC8251  **This station is located in a suspected subsidence area (see below).
 AC8251  ___________________________________________________________________
 AC8251  EPOCH DATE  -        2002.00
 AC8251  X           -    -307,625.981 (meters)                     COMP
 AC8251  Y           -  -5,501,429.099 (meters)                     COMP
 AC8251  Z           -   3,201,709.536 (meters)                     COMP
 AC8251  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AC8251  ELLIP HEIGHT-         -19.234 (meters)          (03/12/08) ADJUSTED
 AC8251  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AC8251  HORZ ORDER  -  A
 AC8251  ELLP ORDER  -  THIRD     CLASS I
 AC8251
 AC8251.The horizontal coordinates were established by GPS observations
 AC8251.and adjusted by the National Geodetic Survey in March 2008.
 AC8251
 AC8251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8251.The horizontal coordinates are valid at the epoch date displayed above.
 AC8251.The epoch date for horizontal control is a decimal equivalence
 AC8251.of Year/Month/Day.
 AC8251
 AC8251.The orthometric height was determined by GPS observations and a
 AC8251.high-resolution geoid model.
 AC8251 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AC8251 ** and geoid heights are valid at the date of observation. These heights
 AC8251 ** must always be validated when used as control.
 AC8251 ** The orthometric height was determined by GPS observations using
 AC8251 ** precise GPS observation and processing techniques and a new
 AC8251 ** realization of GEOID03. It supersedes any height that may have been
 AC8251 ** previously determined for this station.
 AC8251 ** The geoid height was determined by a new realization of GEOID03 for the
 AC8251 ** epoch indicated which incorporates improved geoid heights for the
 AC8251 ** Southern Louisiana Subsidence area.
 AC8251 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AC8251
 AC8251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8251
 AC8251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8251
 AC8251.The ellipsoidal height was determined by GPS observations
 AC8251.and is referenced to NAD 83.
 AC8251
 AC8251.The geoid height was determined by GEOID03.
 AC8251
 AC8251;                    North         East     Units Scale Factor Converg.
 AC8251;SPC LA S     -   203,981.358   820,455.884   MT  0.99994189   -0 56 01.0
 AC8251;SPC LA S     -   669,228.84  2,691,779.01   sFT  0.99994189   -0 56 01.0
 AC8251;UTM  15      - 3,355,042.496   480,725.758   MT  0.99960458   -0 06 04.5
 AC8251
 AC8251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8251!SPC LA S     -   1.00000302  x   0.99994189  =   0.99994491
 AC8251!UTM  15      -   1.00000302  x   0.99960458  =   0.99960760
 AC8251
 AC8251                          SUPERSEDED SURVEY CONTROL
 AC8251
 AC8251.No superseded survey control is available for this station.
 AC8251
 AC8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8072655042(NAD 83)
 AC8251_MARKER: DD = SURVEY DISK
 AC8251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8251_STAMPING: 10V120 RESET 1994
 AC8251_MARK LOGO: LADHGS
 AC8251_PROJECTION: FLUSH
 AC8251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC8251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8251+STABILITY: SURFACE MOTION
 AC8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8251+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AC8251
 AC8251  HISTORY     - Date     Condition        Report By
 AC8251  HISTORY     - 1994     MONUMENTED       LADTD
 AC8251  HISTORY     - 20050205 GOOD             USPSQD
 AC8251  HISTORY     - 20060502 GOOD             NGS
 AC8251  HISTORY     - 20060503 GOOD             NGS
 AC8251
 AC8251                          STATION DESCRIPTION
 AC8251
 AC8251'DESCRIBED BY LA TRANSP AND DEV 1994 (SLC)
 AC8251'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF MOSS BLUFF, 6.0
 AC8251'MI (9.7 KM) NORTH OF INTERSTATE HIGHWAY 10 AT LAKE CHARLES AND 8.0 MI
 AC8251'(12.9 KM) SOUTH OF GILLIS.  OWNERSHIP--LOUISIANA DEPARTMENT OF
 AC8251'TRANSPORTATION AND DEVELOPMENT. TO REACH THE STATION FROM THE JUNCTION
 AC8251'OF U S HIGHWAY 171 AND STATE HIGHWAY 378 IN MOSS BLUFF GO NORTH FOR
 AC8251'2.0 MI (3.2 KM) ON HIGHWAY 171 TO THE STATION SET ON THE LEFT AT THE
 AC8251'JUNCTION WITH SHARON LANE LEADING WEST,  81.5 FT (24.8 M) SOUTHEAST
 AC8251'FROM THE SOUTHEAST CORNER OF A BRICK AND WOOD HOUSE, 79.5 FT (24.2 M)
 AC8251'WEST FROM THE CENTER OF THE EXISTING LANES OF HIGHWAY 171, 42.5 FT
 AC8251'(13.0 M) NORTH FROM THE CENTER OF SHARON LANE, 10.0 FT (3.0 M) NORTH
 AC8251'FROM A POWER POLE WITH A TRANSFORMER ATTACHED, 1.0 FT (0.3 M) SOUTH
 AC8251'FROM A METAL WITNESS POST WITH SIGN ATTACHED, FLUSH WITH THE GROUND
 AC8251'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AC8251
 AC8251                          STATION RECOVERY (2005)
 AC8251
 AC8251'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL)
 AC8251'RECOVERED IN GOOD CONDITION.
 AC8251
 AC8251                          STATION RECOVERY (2006)
 AC8251
 AC8251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AC8251'RECOVERED IN GOOD CONDITION.
 AC8251
 AC8251                          STATION RECOVERY (2006)
 AC8251
 AC8251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AC8251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK2488 ***********************************************************************
 BK2488  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 18 02.47185(N)    093 39 35.55212(W)     ADJUSTED  
 BK2488* NAVD 88     -         9.56   (meters)      31.4    (feet)  GPS OBS(2006.81)
 BK2488  **This station is located in a suspected subsidence area (see below).
 BK2488  ___________________________________________________________________
 BK2488  EPOCH DATE  -        2002.00
 BK2488  X           -    -351,818.003 (meters)                     COMP
 BK2488  Y           -  -5,500,258.853 (meters)                     COMP
 BK2488  Z           -   3,199,187.717 (meters)                     COMP
 BK2488  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2488  ELLIP HEIGHT-         -17.919 (meters)          (03/12/08) ADJUSTED
 BK2488  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BK2488  HORZ ORDER  -  A
 BK2488  ELLP ORDER  -  THIRD     CLASS I
 BK2488
 BK2488.The horizontal coordinates were established by GPS observations
 BK2488.and adjusted by the National Geodetic Survey in March 2008.
 BK2488
 BK2488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2488.The horizontal coordinates are valid at the epoch date displayed above.
 BK2488.The epoch date for horizontal control is a decimal equivalence
 BK2488.of Year/Month/Day.
 BK2488
 BK2488.The orthometric height was determined by GPS observations and a
 BK2488.high-resolution geoid model.
 BK2488 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2488 ** and geoid heights are valid at the date of observation. These heights
 BK2488 ** must always be validated when used as control.
 BK2488 ** The orthometric height was determined by GPS observations using
 BK2488 ** precise GPS observation and processing techniques and a new
 BK2488 ** realization of GEOID03. It supersedes any height that may have been
 BK2488 ** previously determined for this station.
 BK2488 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2488 ** epoch indicated which incorporates improved geoid heights for the
 BK2488 ** Southern Louisiana Subsidence area.
 BK2488 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2488
 BK2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2488
 BK2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2488
 BK2488.The ellipsoidal height was determined by GPS observations
 BK2488.and is referenced to NAD 83.
 BK2488
 BK2488.The geoid height was determined by GEOID03.
 BK2488
 BK2488;                    North         East     Units Scale Factor Converg.
 BK2488;SPC LA S     -   201,868.432   776,229.355   MT  0.99993938   -1 09 47.9
 BK2488;SPC LA S     -   662,296.68  2,546,679.14   sFT  0.99993938   -1 09 47.9
 BK2488;UTM  15      - 3,352,288.985   436,548.573   MT  0.99964967   -0 19 58.6
 BK2488
 BK2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2488!SPC LA S     -   1.00000281  x   0.99993938  =   0.99994219
 BK2488!UTM  15      -   1.00000281  x   0.99964967  =   0.99965248
 BK2488
 BK2488                          SUPERSEDED SURVEY CONTROL
 BK2488
 BK2488.No superseded survey control is available for this station.
 BK2488
 BK2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP3654952289(NAD 83)
 BK2488_MARKER: DD = SURVEY DISK
 BK2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK2488_SP_SET: CONCRETE POST
 BK2488_STAMPING: 10V125 1984
 BK2488_MARK LOGO: LADHGS
 BK2488_PROJECTION: FLUSH
 BK2488_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060424 GOOD             NGS
 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 (RLT)
 BK2488'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 BK1654 ***********************************************************************
 BK1654  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 04 54.19913(N)    093 07 42.67098(W)     ADJUSTED  
 BK1654* NAVD 88     -         1.71   (meters)       5.6    (feet)  GPS OBS(2006.81)
 BK1654  **This station is located in a suspected subsidence area (see below).
 BK1654  ___________________________________________________________________
 BK1654  EPOCH DATE  -        2002.00
 BK1654  X           -    -301,460.546 (meters)                     COMP
 BK1654  Y           -  -5,515,467.162 (meters)                     COMP
 BK1654  Z           -   3,178,203.232 (meters)                     COMP
 BK1654  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK1654  ELLIP HEIGHT-         -25.365 (meters)          (02/10/07) ADJUSTED
 BK1654  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BK1654  HORZ ORDER  -  A
 BK1654
 BK1654.The horizontal coordinates were established by GPS observations
 BK1654.and adjusted by the National Geodetic Survey in March 2008.
 BK1654
 BK1654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1654.The horizontal coordinates are valid at the epoch date displayed above.
 BK1654.The epoch date for horizontal control is a decimal equivalence
 BK1654.of Year/Month/Day.
 BK1654
 BK1654.The orthometric height was determined by GPS observations and a
 BK1654.high-resolution geoid model.
 BK1654 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1654 ** and geoid heights are valid at the date of observation. These heights
 BK1654 ** must always be validated when used as control.
 BK1654 ** The orthometric height was determined by GPS observations using
 BK1654 ** precise GPS observation and processing techniques and a new
 BK1654 ** realization of GEOID03. It supersedes any height that may have been
 BK1654 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 BK1654;SPC LA S     -   176,680.432   826,950.997   MT  0.99992674   -0 53 51.4
 BK1654;SPC LA S     -   579,659.05  2,713,088.40   sFT  0.99992674   -0 53 51.4
 BK1654;UTM  15      - 3,327,847.829   487,614.734   MT  0.99960189   -0 03 51.9
 BK1654
 BK1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1654!SPC LA S     -   1.00000398  x   0.99992674  =   0.99993072
 BK1654!UTM  15      -   1.00000398  x   0.99960189  =   0.99960587
 BK1654
 BK1654                          SUPERSEDED SURVEY CONTROL
 BK1654
 BK1654  NAD 83(2007)-  30 04 54.20086(N)    093 07 42.67582(W) AD(       ) 0
 BK1654  ELLIP H (02/20/02)  -25.302  (m)                       GP(       ) 4 1
 BK1654  NAD 83(1992)-  30 04 54.19640(N)    093 07 42.66969(W) AD(       ) 1
 BK1654  ELLIP H (01/13/95)  -25.184  (m)                       GP(       ) 3 2
 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 06, 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  HISTORY     - 20060506 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 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.
 BK1654
 BK1654                          STATION RECOVERY (2006)
 BK1654
 BK1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1654'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1607  **This station is located in a suspected 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-         -24.629 (meters)          (06/26/02) ADJUSTED
 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 was scaled from a topographic map.
 BK1607 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1607 ** and geoid heights are valid at the date of observation. These heights
 BK1607 ** must always be validated when used as control.
 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 more information.
 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 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)  -24.558  (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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3274* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3274  **This station is located in a suspected subsidence area (see below).
 BK3274  ___________________________________________________________________
 BK3274  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK3274  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3274 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3274 ** and geoid heights are valid at the date of observation. These heights
 BK3274 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1609  **This station is located in a suspected subsidence area (see below).
 BK1609  ___________________________________________________________________
 BK1609  X           -    -302,875.592 (meters)                     COMP
 BK1609  Y           -  -5,511,126.725 (meters)                     COMP
 BK1609  Z           -   3,185,547.392 (meters)                     COMP
 BK1609  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK1609  ELLIP HEIGHT-         -21.738 (meters)          (06/26/02) ADJUSTED
 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 was scaled from a topographic map.
 BK1609 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1609 ** and geoid heights are valid at the date of observation. These heights
 BK1609 ** must always be validated when used as control.
 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 more information.
 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 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)  -21.676  (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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3275* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3275  **This station is located in a suspected subsidence area (see below).
 BK3275  ___________________________________________________________________
 BK3275  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BK3275  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3275 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3275 ** and geoid heights are valid at the date of observation. These heights
 BK3275 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 10 21.60661(N)    093 10 46.51095(W)     ADJUSTED  
 BK1612* NAVD 88     -         4.71   (meters)      15.5    (feet)  GPS OBS(2006.81)
 BK1612  **This station is located in a suspected subsidence area (see below).
 BK1612  ___________________________________________________________________
 BK1612  EPOCH DATE  -        2002.00
 BK1612  X           -    -306,095.726 (meters)                     COMP
 BK1612  Y           -  -5,510,146.302 (meters)                     COMP
 BK1612  Z           -   3,186,924.566 (meters)                     COMP
 BK1612  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK1612  ELLIP HEIGHT-         -22.473 (meters)          (03/12/08) ADJUSTED
 BK1612  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK1612
 BK1612  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1612  Type    PID    Designation                      North   East  Ellip
 BK1612  -------------------------------------------------------------------
 BK1612  NETWORK BK1612 10 V 28                           0.90   0.76   1.88
 BK1612  -------------------------------------------------------------------
 BK1612  ELLP ORDER  -  THIRD     CLASS I
 BK1612
 BK1612.The horizontal coordinates were established by GPS observations
 BK1612.and adjusted by the National Geodetic Survey in February 2007.
 BK1612
 BK1612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1612.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK1612.high-resolution geoid model.
 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 any height that may have been
 BK1612 ** previously 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
 BK1612.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BK1612;SPC LA S     -   186,838.456   822,191.210   MT  0.99993022   -0 55 23.3
 BK1612;SPC LA S     -   612,985.83  2,697,472.33   sFT  0.99993022   -0 55 23.3
 BK1612;UTM  15      - 3,337,932.292   482,709.359   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 (02/10/07)  -22.486  (m)                       GP(       )    
 BK1612  NAD 83(1992)-  30 10 21.60647(N)    093 10 46.51129(W) AD(2004.65) B
 BK1612  ELLIP H (06/22/05)  -22.481  (m)                       GP(2004.65) 4 1
 BK1612  ELLIP H (06/26/02)  -22.399  (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)  -22.380  (m)                       GP(       ) 4 2
 BK1612  NAD 83(1986)-  30 10 21.62825(N)    093 10 46.50705(W) AD(       ) 1
 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: DD = SURVEY DISK
 BK1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1612_SP_SET: CONCRETE POST
 BK1612_STAMPING: 10V28 1968
 BK1612_MARK LOGO: LADHGS
 BK1612_PROJECTION: FLUSH
 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 - October 30, 2006
 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  HISTORY     - 20060324 GOOD             NGS
 BK1612  HISTORY     - 20061030 GOOD             WOOLPT
 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.
 BK1612
 BK1612                          STATION RECOVERY (2006)
 BK1612
 BK1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1612'RECOVERED AS DESCRIBED.
 BK1612
 BK1612                          STATION RECOVERY (2006)
 BK1612
 BK1612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2006 (BJM)
 BK1612'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 BK3276* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3276  **This station is located in a suspected subsidence area (see below).
 BK3276  ___________________________________________________________________
 BK3276  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK3276  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3276 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3276 ** and geoid heights are valid at the date of observation. These heights
 BK3276 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 BK0873 ***********************************************************************
 BK0873  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0873  DESIGNATION -  10 V 47
 BK0873  PID         -  BK0873
 BK0873  STATE/COUNTY-  LA/CALCASIEU
 BK0873  USGS QUAD   -  LACASSINE (1985)
 BK0873
 BK0873                         *CURRENT SURVEY CONTROL
 BK0873  ___________________________________________________________________
 BK0873* NAD 83(2007)-  30 07 34.98526(N)    092 58 33.40235(W)     ADJUSTED  
 BK0873* NAVD 88     -         1.98   (meters)       6.5    (feet)  GPS OBS(2006.81)
 BK0873  **This station is located in a suspected subsidence area (see below).
 BK0873  ___________________________________________________________________
 BK0873  EPOCH DATE  -        2002.00
 BK0873  X           -    -286,643.280 (meters)                     COMP
 BK0873  Y           -  -5,513,770.620 (meters)                     COMP
 BK0873  Z           -   3,182,486.572 (meters)                     COMP
 BK0873  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BK0873  ELLIP HEIGHT-         -25.133 (meters)          (03/12/08) ADJUSTED
 BK0873  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BK0873  HORZ ORDER  -  A
 BK0873  ELLP ORDER  -  THIRD     CLASS I
 BK0873
 BK0873.The horizontal coordinates were established by GPS observations
 BK0873.and adjusted by the National Geodetic Survey in March 2008.
 BK0873
 BK0873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0873.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0873.The horizontal coordinates are valid at the epoch date displayed above.
 BK0873.The epoch date for horizontal control is a decimal equivalence
 BK0873.of Year/Month/Day.
 BK0873
 BK0873.The orthometric height was determined by GPS observations and a
 BK0873.high-resolution geoid model.
 BK0873 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0873 ** and geoid heights are valid at the date of observation. These heights
 BK0873 ** must always be validated when used as control.
 BK0873 ** The orthometric height was determined by GPS observations using
 BK0873 ** precise GPS observation and processing techniques and a new
 BK0873 ** realization of GEOID03. It supersedes any height that may have been
 BK0873 ** previously determined for this station.
 BK0873 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0873 ** epoch indicated which incorporates improved geoid heights for the
 BK0873 ** Southern Louisiana Subsidence area.
 BK0873 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0873
 BK0873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0873
 BK0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0873
 BK0873.The ellipsoidal height was determined by GPS observations
 BK0873.and is referenced to NAD 83.
 BK0873
 BK0873.The geoid height was determined by GEOID03.
 BK0873
 BK0873;                    North         East     Units Scale Factor Converg.
 BK0873;SPC LA S     -   181,410.000   841,728.510   MT  0.99992813   -0 49 16.8
 BK0873;SPC LA S     -   595,175.97  2,761,570.95   sFT  0.99992813   -0 49 16.8
 BK0873;UTM  15      - 3,332,790.190   502,317.094   MT  0.99960007   +0 00 43.5
 BK0873
 BK0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0873!SPC LA S     -   1.00000395  x   0.99992813  =   0.99993208
 BK0873!UTM  15      -   1.00000395  x   0.99960007  =   0.99960402
 BK0873
 BK0873                          SUPERSEDED SURVEY CONTROL
 BK0873
 BK0873  NGVD 29 (??/??/??)    2.246  (m)            7.37   (f) ADJUSTED    2 0
 BK0873
 BK0873.Superseded values are not recommended for survey control.
 BK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0873.See file dsdata.txt to determine how the superseded data were derived.
 BK0873
 BK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP0231732790(NAD 83)
 BK0873_MARKER: DD = SURVEY DISK
 BK0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0873_STAMPING: 10V47 1968
 BK0873_MARK LOGO: LADHGS
 BK0873_PROJECTION: FLUSH
 BK0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0873+STABILITY: SURFACE MOTION
 BK0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0873+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK0873
 BK0873  HISTORY     - Date     Condition        Report By
 BK0873  HISTORY     - 1968     MONUMENTED       LADTD
 BK0873  HISTORY     - 20060502 GOOD             NGS
 BK0873  HISTORY     - 20060502 GOOD             NGS
 BK0873
 BK0873                          STATION DESCRIPTION
 BK0873
 BK0873'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0873'6.3 MI E FROM HOLMWOOD.
 BK0873'ABOUT 0.1 MILE NORTH ALONG A PRIVATE DRIVE FROM THE WEST ONE OF TWO
 BK0873'RICE MILLS AT HOLMWOOD, THENCE 6.2 MILES EAST ALONG STATE ROUTE 14, 41
 BK0873'FEET NORTH OF STATE ROUTE 14 CENTERLINE, 89 FEET SOUTHWEST OF THE
 BK0873'SOUTHWEST CORNER OF THE FRONT PORCH OF A WOOD FRAME HOUSE BELONGING TO
 BK0873'A MR. HERBERT DEROUEN, 2 FEET SOUTHEAST OF A 4 STRAND BARBED WIRE
 BK0873'FENCE, 22 FEET NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE PIPE
 BK0873'CROSS DRAIN, 16 FEET EAST OF A POWER POLE, 1.4 FEET NORTH OF A STEEL
 BK0873'WITNESS POST AND 2 FEET BELOW LEVEL OF ROADWAY, SET IN THE TOP OF A
 BK0873'CONCRETE POST PROJECTING 3 INCHES.  SECTION 34, T 10S, R 6W.
 BK0873
 BK0873                          STATION RECOVERY (2006)
 BK0873
 BK0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK0873'0.65 METERS SOUTH OF A WITNESS POST.
 BK0873
 BK0873                          STATION RECOVERY (2006)
 BK0873
 BK0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0873'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 08 29.47344(N)    092 54 57.85724(W)     ADJUSTED  
 BK0942* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK0942  **This station is located in a suspected subsidence area (see below).
 BK0942  ___________________________________________________________________
 BK0942  EPOCH DATE  -        2002.00
 BK0942  X           -    -280,838.399 (meters)                     COMP
 BK0942  Y           -  -5,513,225.377 (meters)                     COMP
 BK0942  Z           -   3,183,937.348 (meters)                     COMP
 BK0942  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK0942  ELLIP HEIGHT-         -25.764 (meters)          (02/10/07) ADJUSTED
 BK0942  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BK0942
 BK0942  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0942  Type    PID    Designation                      North   East  Ellip
 BK0942  -------------------------------------------------------------------
 BK0942  NETWORK BK0942 10 V 76                           2.16   1.74   4.51
 BK0942  -------------------------------------------------------------------
 BK0942
 BK0942.The horizontal coordinates were established by GPS observations
 BK0942.and adjusted by the National Geodetic Survey in February 2007.
 BK0942
 BK0942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0942.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0942.The horizontal coordinates are valid at the epoch date displayed above.
 BK0942.The epoch date for horizontal control is a decimal equivalence
 BK0942.of Year/Month/Day.
 BK0942
 BK0942.The orthometric height was determined by GPS observations and a
 BK0942.high-resolution geoid model.
 BK0942 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0942 ** and geoid heights are valid at the date of observation. These heights
 BK0942 ** must always be validated when used as control.
 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 more information.
 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
 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     -   183,006.382   847,520.347   MT  0.99992874   -0 47 29.0
 BK0942;SPC LA S     -   600,413.44  2,780,573.01   sFT  0.99992874   -0 47 29.0
 BK0942;UTM  15      - 3,334,470.101   508,083.205   MT  0.99960081   +0 02 31.7
 BK0942
 BK0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0942!SPC LA S     -   1.00000405  x   0.99992874  =   0.99993279
 BK0942!UTM  15      -   1.00000405  x   0.99960081  =   0.99960485
 BK0942
 BK0942                          SUPERSEDED SURVEY CONTROL
 BK0942
 BK0942  ELLIP H (02/20/02)  -25.674  (m)                       GP(       ) 4 1
 BK0942  NAD 83(1992)-  30 08 29.46829(N)    092 54 57.85194(W) AD(       ) 1
 BK0942  ELLIP H (01/13/95)  -25.568  (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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3277* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3277  **This station is located in a suspected subsidence area (see below).
 BK3277  ___________________________________________________________________
 BK3277  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3277  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3277 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3277 ** and geoid heights are valid at the date of observation. These heights
 BK3277 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1649  **This station is located in a suspected subsidence area (see below).
 BK1649  ___________________________________________________________________
 BK1649  X           -    -311,227.988 (meters)                     COMP
 BK1649  Y           -  -5,510,080.868 (meters)                     COMP
 BK1649  Z           -   3,186,542.122 (meters)                     COMP
 BK1649  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK1649  ELLIP HEIGHT-         -23.002 (meters)          (06/26/02) ADJUSTED
 BK1649  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1649 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1649 ** and geoid heights are valid at the date of observation. These heights
 BK1649 ** must always be validated when used as control.
 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 more information.
 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 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)  -22.934  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2831  **This station is located in a suspected subsidence area (see below).
 AU2831  ___________________________________________________________________
 AU2831  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2831  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2831 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2831 ** and geoid heights are valid at the date of observation. These heights
 AU2831 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2829  **This station is located in a suspected subsidence area (see below).
 AU2829  ___________________________________________________________________
 AU2829  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2829  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2829 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2829 ** and geoid heights are valid at the date of observation. These heights
 AU2829 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3545  **This station is located in a suspected subsidence area (see below).
 AU3545  ___________________________________________________________________
 AU3545  X           -     -63,764.102 (meters)                     COMP
 AU3545  Y           -  -5,551,505.830 (meters)                     COMP
 AU3545  Z           -   3,129,067.408 (meters)                     COMP
 AU3545  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3545  ELLIP HEIGHT-         -23.426 (meters)          (11/16/93) ADJUSTED
 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 was scaled from a topographic map.
 AU3545 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3545 ** and geoid heights are valid at the date of observation. These heights
 AU3545 ** must always be validated when used as control.
 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 more information.
 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
 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 19.1
 AU3545:UTM  15      -  HUM D                                    340 35 12.2
 AU3545
 AU3545|---------------------------------------------------------------------|
 AU3545| PID    Reference Object                     Distance      Geod. Az  |
 AU3545|                                                           dddmmss.s |
 AU3545| AU3544 HUM D                               435.207 METERS 3414434.6 |
 AU3545|---------------------------------------------------------------------|
 AU3545
 AU3545                          SUPERSEDED SURVEY CONTROL
 AU3545
 AU3545  NGVD 29 (11/16/93)    2.1    (m)            7.     (f) GPS OBS     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1542  **This station is located in a suspected subsidence area (see below).
 BJ1542  ___________________________________________________________________
 BJ1542  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1542  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BJ1542  DYNAMIC HT  -           1.2   (meters)       4.    (feet)  COMP
 BJ1542  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ1542
 BJ1542  HORZ ORDER  -  SECOND
 BJ1542  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ1542 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1542 ** and geoid heights are valid at the date of observation. These heights
 BJ1542 ** must always be validated when used as control.
 BJ1542 ** The orthometric height has not been validated since last determined
 BJ1542 ** by differential leveling and should not be used for control purposes.
 BJ1542 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1542 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1542 ** epoch indicated which incorporates improved geoid heights for the
 BJ1542 ** Southern Louisiana Subsidence area.
 BJ1542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1542.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 14 52.40845(N)    093 05 51.10232(W)     ADJUSTED  
 BK3100* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3100  **This station is located in a suspected subsidence area (see below).
 BK3100  ___________________________________________________________________
 BK3100  EPOCH DATE  -        2002.00
 BK3100  X           -    -297,977.460 (meters)                     COMP
 BK3100  Y           -  -5,506,394.867 (meters)                     COMP
 BK3100  Z           -   3,194,134.156 (meters)                     COMP
 BK3100  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK3100  ELLIP HEIGHT-         -15.972 (meters)          (02/10/07) ADJUSTED
 BK3100  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BK3100
 BK3100  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3100  Type    PID    Designation                      North   East  Ellip
 BK3100  -------------------------------------------------------------------
 BK3100  NETWORK BK3100 10A001                            1.69   1.33   3.51
 BK3100  -------------------------------------------------------------------
 BK3100
 BK3100.The horizontal coordinates were established by GPS observations
 BK3100.and adjusted by the National Geodetic Survey in February 2007.
 BK3100
 BK3100.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3100.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3100.The horizontal coordinates are valid at the epoch date displayed above.
 BK3100.The epoch date for horizontal control is a decimal equivalence
 BK3100.of Year/Month/Day.
 BK3100
 BK3100.The orthometric height was determined by GPS observations and a
 BK3100.high-resolution geoid model.
 BK3100 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3100 ** and geoid heights are valid at the date of observation. These heights
 BK3100 ** must always be validated when used as control.
 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 more information.
 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
 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     -   195,051.294   830,221.773   MT  0.99993500   -0 52 55.6
 BK3100;SPC LA S     -   639,930.79  2,723,819.27   sFT  0.99993500   -0 52 55.6
 BK3100;UTM  15      - 3,346,258.251   490,617.073   MT  0.99960109   -0 02 56.9
 BK3100
 BK3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3100!SPC LA S     -   1.00000251  x   0.99993500  =   0.99993751
 BK3100!UTM  15      -   1.00000251  x   0.99960109  =   0.99960360
 BK3100
 BK3100:                Primary Azimuth Mark                     Grid Az
 BK3100:SPC LA S     -  10D012 LADH 1965                         266 33 25.3
 BK3100:UTM  15      -  10D012 LADH 1965                         265 43 26.6
 BK3100
 BK3100|---------------------------------------------------------------------|
 BK3100| PID    Reference Object                     Distance      Geod. Az  |
 BK3100|                                                           dddmmss.s |
 BK3100| BK3088 10D012 LADH 1965                    APPROX. 1.9 KM 2654029.7 |
 BK3100|---------------------------------------------------------------------|
 BK3100
 BK3100                          SUPERSEDED SURVEY CONTROL
 BK3100
 BK3100  ELLIP H (02/20/02)  -15.914  (m)                       GP(       ) 4 1
 BK3100  NAD 83(1992)-  30 14 52.40485(N)    093 05 51.09782(W) AD(       ) 1
 BK3100  ELLIP H (01/13/95)  -15.825  (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    3  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3089  **This station is located in a suspected subsidence area (see below).
 BK3089  ___________________________________________________________________
 BK3089  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BK3089  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3089 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3089 ** and geoid heights are valid at the date of observation. These heights
 BK3089 ** must always be validated when used as control.
 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 more information.
 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
 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 26.9
 BK3089:UTM  15      -  10A001                                   272 44 28.0
 BK3089
 BK3089|---------------------------------------------------------------------|
 BK3089| PID    Reference Object                     Distance      Geod. Az  |
 BK3089|                                                           dddmmss.s |
 BK3089| BK3100 10A001                              APPROX. 1.1 KM 2724151.8 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3093  **This station is located in a suspected subsidence area (see below).
 BK3093  ___________________________________________________________________
 BK3093  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BK3093  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3093 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3093 ** and geoid heights are valid at the date of observation. These heights
 BK3093 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3090  **This station is located in a suspected subsidence area (see below).
 BK3090  ___________________________________________________________________
 BK3090  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3090  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3090 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3090 ** and geoid heights are valid at the date of observation. These heights
 BK3090 ** must always be validated when used as control.
 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 more information.
 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
 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 14.4
 BK3090:UTM  15      -  10A001                                   269 58 15.0
 BK3090
 BK3090|---------------------------------------------------------------------|
 BK3090| PID    Reference Object                     Distance      Geod. Az  |
 BK3090|                                                           dddmmss.s |
 BK3090| BK3100 10A001                              APPROX. 4.8 KM 2695648.2 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3091  **This station is located in a suspected subsidence area (see below).
 BK3091  ___________________________________________________________________
 BK3091  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK3091  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3091 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3091 ** and geoid heights are valid at the date of observation. These heights
 BK3091 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2939  **This station is located in a suspected subsidence area (see below).
 BK2939  ___________________________________________________________________
 BK2939  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2939  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2939 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2939 ** and geoid heights are valid at the date of observation. These heights
 BK2939 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2946  **This station is located in a suspected subsidence area (see below).
 BK2946  ___________________________________________________________________
 BK2946  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2946  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2946 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2946 ** and geoid heights are valid at the date of observation. These heights
 BK2946 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2936  **This station is located in a suspected subsidence area (see below).
 BK2936  ___________________________________________________________________
 BK2936  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK2936  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2936 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2936 ** and geoid heights are valid at the date of observation. These heights
 BK2936 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2943  **This station is located in a suspected subsidence area (see below).
 BK2943  ___________________________________________________________________
 BK2943  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BK2943  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2943 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2943 ** and geoid heights are valid at the date of observation. These heights
 BK2943 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2937  **This station is located in a suspected subsidence area (see below).
 BK2937  ___________________________________________________________________
 BK2937  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BK2937  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2937 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2937 ** and geoid heights are valid at the date of observation. These heights
 BK2937 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 11 47.51175(N)    093 30 29.28344(W)     ADJUSTED  
 BK3191* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3191  **This station is located in a suspected subsidence area (see below).
 BK3191  ___________________________________________________________________
 BK3191  EPOCH DATE  -        2002.00
 BK3191  X           -    -337,606.004 (meters)                     COMP
 BK3191  Y           -  -5,506,978.686 (meters)                     COMP
 BK3191  Z           -   3,189,214.511 (meters)                     COMP
 BK3191  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3191  ELLIP HEIGHT-         -15.846 (meters)          (02/10/07) ADJUSTED
 BK3191  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BK3191
 BK3191  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3191  Type    PID    Designation                      North   East  Ellip
 BK3191  -------------------------------------------------------------------
 BK3191  NETWORK BK3191 10B001                            1.25   1.02   2.94
 BK3191  -------------------------------------------------------------------
 BK3191
 BK3191.The horizontal coordinates were established by GPS observations
 BK3191.and adjusted by the National Geodetic Survey in February 2007.
 BK3191
 BK3191.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3191.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3191.The horizontal coordinates are valid at the epoch date displayed above.
 BK3191.The epoch date for horizontal control is a decimal equivalence
 BK3191.of Year/Month/Day.
 BK3191
 BK3191.The orthometric height was determined by GPS observations and a
 BK3191.high-resolution geoid model.
 BK3191 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3191 ** and geoid heights are valid at the date of observation. These heights
 BK3191 ** must always be validated when used as control.
 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 more information.
 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
 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     -   190,038.261   790,603.155   MT  0.99993155   -1 05 14.7
 BK3191;SPC LA S     -   623,483.86  2,593,837.18   sFT  0.99993155   -1 05 14.7
 BK3191;UTM  15      - 3,340,672.000   451,088.160   MT  0.99962951   -0 15 20.1
 BK3191
 BK3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3191!SPC LA S     -   1.00000249  x   0.99993155  =   0.99993404
 BK3191!UTM  15      -   1.00000249  x   0.99962951  =   0.99963200
 BK3191
 BK3191:                Primary Azimuth Mark                     Grid Az
 BK3191:SPC LA S     -  10F005 LADH 1967                         258 26 14.6
 BK3191:UTM  15      -  10F005 LADH 1967                         257 36 20.0
 BK3191
 BK3191|---------------------------------------------------------------------|
 BK3191| PID    Reference Object                     Distance      Geod. Az  |
 BK3191|                                                           dddmmss.s |
 BK3191| BK3192 10F005 LADH 1967                    APPROX. 1.3 KM 2572059.9 |
 BK3191|---------------------------------------------------------------------|
 BK3191
 BK3191                          SUPERSEDED SURVEY CONTROL
 BK3191
 BK3191  ELLIP H (02/20/02)  -15.802  (m)                       GP(       ) 4 1
 BK3191  NAD 83(1992)-  30 11 47.50972(N)    093 30 29.28240(W) AD(       ) 1
 BK3191  ELLIP H (01/13/95)  -15.713  (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    3  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3168  **This station is located in a suspected subsidence area (see below).
 BK3168  ___________________________________________________________________
 BK3168  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK3168  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3168 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3168 ** and geoid heights are valid at the date of observation. These heights
 BK3168 ** must always be validated when used as control.
 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 more information.
 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
 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 54.1
 BK3168:UTM  15      -  10B003 LADH 1965                         077 27 59.3
 BK3168
 BK3168|---------------------------------------------------------------------|
 BK3168| PID    Reference Object                     Distance      Geod. Az  |
 BK3168|                                                           dddmmss.s |
 BK3168| BK3167 10B003 LADH 1965                    APPROX. 1.3 KM 0771310.9 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3167  **This station is located in a suspected subsidence area (see below).
 BK3167  ___________________________________________________________________
 BK3167  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK3167  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3167 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3167 ** and geoid heights are valid at the date of observation. These heights
 BK3167 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3181  **This station is located in a suspected subsidence area (see below).
 BK3181  ___________________________________________________________________
 BK3181  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK3181  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3181 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3181 ** and geoid heights are valid at the date of observation. These heights
 BK3181 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 12 31.58877(N)    093 26 38.26185(W)     ADJUSTED  
 BK3182* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3182  **This station is located in a suspected subsidence area (see below).
 BK3182  ___________________________________________________________________
 BK3182  EPOCH DATE  -        2002.00
 BK3182  X           -    -331,396.773 (meters)                     COMP
 BK3182  Y           -  -5,506,670.912 (meters)                     COMP
 BK3182  Z           -   3,190,387.017 (meters)                     COMP
 BK3182  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3182  ELLIP HEIGHT-         -16.878 (meters)          (02/10/07) ADJUSTED
 BK3182  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK3182
 BK3182  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3182  Type    PID    Designation                      North   East  Ellip
 BK3182  -------------------------------------------------------------------
 BK3182  NETWORK BK3182 10B005                            1.35   1.10   3.08
 BK3182  -------------------------------------------------------------------
 BK3182
 BK3182.The horizontal coordinates were established by GPS observations
 BK3182.and adjusted by the National Geodetic Survey in February 2007.
 BK3182
 BK3182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3182.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3182.The horizontal coordinates are valid at the epoch date displayed above.
 BK3182.The epoch date for horizontal control is a decimal equivalence
 BK3182.of Year/Month/Day.
 BK3182
 BK3182.The orthometric height was determined by GPS observations and a
 BK3182.high-resolution geoid model.
 BK3182 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3182 ** and geoid heights are valid at the date of observation. These heights
 BK3182 ** must always be validated when used as control.
 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 more information.
 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
 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     -   191,279.677   796,806.193   MT  0.99993230   -1 03 19.2
 BK3182;SPC LA S     -   627,556.74  2,614,188.32   sFT  0.99993230   -1 03 19.2
 BK3182;UTM  15      - 3,342,002.940   457,270.628   MT  0.99962252   -0 13 24.2
 BK3182
 BK3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3182!SPC LA S     -   1.00000265  x   0.99993230  =   0.99993495
 BK3182!UTM  15      -   1.00000265  x   0.99962252  =   0.99962517
 BK3182
 BK3182:                Primary Azimuth Mark                     Grid Az
 BK3182:SPC LA S     -  10B006 LADH 1965                         074 21 07.9
 BK3182:UTM  15      -  10B006 LADH 1965                         073 31 12.9
 BK3182
 BK3182|---------------------------------------------------------------------|
 BK3182| PID    Reference Object                     Distance      Geod. Az  |
 BK3182|                                                           dddmmss.s |
 BK3182| BK3169 10B006 LADH 1965                    APPROX. 1.1 KM 0731748.7 |
 BK3182|---------------------------------------------------------------------|
 BK3182
 BK3182                          SUPERSEDED SURVEY CONTROL
 BK3182
 BK3182  ELLIP H (02/20/02)  -16.832  (m)                       GP(       ) 4 1
 BK3182  NAD 83(1992)-  30 12 31.58666(N)    093 26 38.25998(W) AD(       ) 1
 BK3182  ELLIP H (01/13/95)  -16.742  (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    3  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3169  **This station is located in a suspected subsidence area (see below).
 BK3169  ___________________________________________________________________
 BK3169  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3169  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3169 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3169 ** and geoid heights are valid at the date of observation. These heights
 BK3169 ** must always be validated when used as control.
 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 more information.
 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
 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 08.0
 BK3169:UTM  15      -  10B005                                   253 31 12.9
 BK3169
 BK3169|---------------------------------------------------------------------|
 BK3169| PID    Reference Object                     Distance      Geod. Az  |
 BK3169|                                                           dddmmss.s |
 BK3169| BK3182 10B005                              APPROX. 1.1 KM 2531807.9 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3170  **This station is located in a suspected subsidence area (see below).
 BK3170  ___________________________________________________________________
 BK3170  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3170  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3170 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3170 ** and geoid heights are valid at the date of observation. These heights
 BK3170 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3171  **This station is located in a suspected subsidence area (see below).
 BK3171  ___________________________________________________________________
 BK3171  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3171  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3171 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3171 ** and geoid heights are valid at the date of observation. These heights
 BK3171 ** must always be validated when used as control.
 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 more information.
 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
 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 36.3
 BK3171:UTM  15      -  10B007 LADH 1965                         260 19 41.0
 BK3171
 BK3171|---------------------------------------------------------------------|
 BK3171| PID    Reference Object                     Distance      Geod. Az  |
 BK3171|                                                           dddmmss.s |
 BK3171| BK3170 10B007 LADH 1965                    APPROX. 1.1 KM 2600723.0 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3172  **This station is located in a suspected subsidence area (see below).
 BK3172  ___________________________________________________________________
 BK3172  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3172  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3172 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3172 ** and geoid heights are valid at the date of observation. These heights
 BK3172 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3176  **This station is located in a suspected subsidence area (see below).
 BK3176  ___________________________________________________________________
 BK3176  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3176  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3176 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3176 ** and geoid heights are valid at the date of observation. These heights
 BK3176 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3178  **This station is located in a suspected subsidence area (see below).
 BK3178  ___________________________________________________________________
 BK3178  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3178  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3178 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3178 ** and geoid heights are valid at the date of observation. These heights
 BK3178 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3173  **This station is located in a suspected subsidence area (see below).
 BK3173  ___________________________________________________________________
 BK3173  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3173  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3173 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3173 ** and geoid heights are valid at the date of observation. These heights
 BK3173 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3180  **This station is located in a suspected subsidence area (see below).
 BK3180  ___________________________________________________________________
 BK3180  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3180  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3180 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3180 ** and geoid heights are valid at the date of observation. These heights
 BK3180 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3175  **This station is located in a suspected subsidence area (see below).
 BK3175  ___________________________________________________________________
 BK3175  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3175  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3175 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3175 ** and geoid heights are valid at the date of observation. These heights
 BK3175 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3179  **This station is located in a suspected subsidence area (see below).
 BK3179  ___________________________________________________________________
 BK3179  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3179  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3179 ** and geoid heights are valid at the date of observation. These heights
 BK3179 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3156  **This station is located in a suspected subsidence area (see below).
 BK3156  ___________________________________________________________________
 BK3156  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3156  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3156 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3156 ** and geoid heights are valid at the date of observation. These heights
 BK3156 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3150  **This station is located in a suspected subsidence area (see below).
 BK3150  ___________________________________________________________________
 BK3150  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK3150  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3150 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3150 ** and geoid heights are valid at the date of observation. These heights
 BK3150 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3140  **This station is located in a suspected subsidence area (see below).
 BK3140  ___________________________________________________________________
 BK3140  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3140  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3140 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3140 ** and geoid heights are valid at the date of observation. These heights
 BK3140 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3147  **This station is located in a suspected subsidence area (see below).
 BK3147  ___________________________________________________________________
 BK3147  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3147  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3147 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3147 ** and geoid heights are valid at the date of observation. These heights
 BK3147 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3152  **This station is located in a suspected subsidence area (see below).
 BK3152  ___________________________________________________________________
 BK3152  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3152  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3152 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3152 ** and geoid heights are valid at the date of observation. These heights
 BK3152 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3143  **This station is located in a suspected subsidence area (see below).
 BK3143  ___________________________________________________________________
 BK3143  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3143  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3143 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3143 ** and geoid heights are valid at the date of observation. These heights
 BK3143 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3141  **This station is located in a suspected subsidence area (see below).
 BK3141  ___________________________________________________________________
 BK3141  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BK3141  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3141 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3141 ** and geoid heights are valid at the date of observation. These heights
 BK3141 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3146  **This station is located in a suspected subsidence area (see below).
 BK3146  ___________________________________________________________________
 BK3146  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3146  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3146 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3146 ** and geoid heights are valid at the date of observation. These heights
 BK3146 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3153  **This station is located in a suspected subsidence area (see below).
 BK3153  ___________________________________________________________________
 BK3153  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK3153  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3153 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3153 ** and geoid heights are valid at the date of observation. These heights
 BK3153 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3155  **This station is located in a suspected subsidence area (see below).
 BK3155  ___________________________________________________________________
 BK3155  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3155  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3155 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3155 ** and geoid heights are valid at the date of observation. These heights
 BK3155 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3131  **This station is located in a suspected subsidence area (see below).
 BK3131  ___________________________________________________________________
 BK3131  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3131  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3131 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3131 ** and geoid heights are valid at the date of observation. These heights
 BK3131 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3123  **This station is located in a suspected subsidence area (see below).
 BK3123  ___________________________________________________________________
 BK3123  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK3123  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3123 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3123 ** and geoid heights are valid at the date of observation. These heights
 BK3123 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3128  **This station is located in a suspected subsidence area (see below).
 BK3128  ___________________________________________________________________
 BK3128  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BK3128  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3128 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3128 ** and geoid heights are valid at the date of observation. These heights
 BK3128 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3130  **This station is located in a suspected subsidence area (see below).
 BK3130  ___________________________________________________________________
 BK3130  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK3130  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3130 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3130 ** and geoid heights are valid at the date of observation. These heights
 BK3130 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3132  **This station is located in a suspected subsidence area (see below).
 BK3132  ___________________________________________________________________
 BK3132  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BK3132  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3132 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3132 ** and geoid heights are valid at the date of observation. These heights
 BK3132 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3118  **This station is located in a suspected subsidence area (see below).
 BK3118  ___________________________________________________________________
 BK3118  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3118  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3118 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3118 ** and geoid heights are valid at the date of observation. These heights
 BK3118 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3121  **This station is located in a suspected subsidence area (see below).
 BK3121  ___________________________________________________________________
 BK3121  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3121  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3121 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3121 ** and geoid heights are valid at the date of observation. These heights
 BK3121 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3116  **This station is located in a suspected subsidence area (see below).
 BK3116  ___________________________________________________________________
 BK3116  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK3116  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3116 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3116 ** and geoid heights are valid at the date of observation. These heights
 BK3116 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3113  **This station is located in a suspected subsidence area (see below).
 BK3113  ___________________________________________________________________
 BK3113  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK3113  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3113 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3113 ** and geoid heights are valid at the date of observation. These heights
 BK3113 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3088  **This station is located in a suspected subsidence area (see below).
 BK3088  ___________________________________________________________________
 BK3088  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3088  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3088 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3088 ** and geoid heights are valid at the date of observation. These heights
 BK3088 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3098  **This station is located in a suspected subsidence area (see below).
 BK3098  ___________________________________________________________________
 BK3098  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK3098  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3098 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3098 ** and geoid heights are valid at the date of observation. These heights
 BK3098 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3129  **This station is located in a suspected subsidence area (see below).
 BK3129  ___________________________________________________________________
 BK3129  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3129  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3129 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3129 ** and geoid heights are valid at the date of observation. These heights
 BK3129 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3216  **This station is located in a suspected subsidence area (see below).
 BK3216  ___________________________________________________________________
 BK3216  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK3216  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3216 ** and geoid heights are valid at the date of observation. These heights
 BK3216 ** must always be validated when used as control.
 BK3216 ** The orthometric height has not been validated since last determined
 BK3216 ** by differential leveling and should not be used for control purposes.
 BK3216 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3216 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3216 ** epoch indicated which incorporates improved geoid heights for the
 BK3216 ** Southern Louisiana Subsidence area.
 BK3216 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 09 17.50113(N)    093 38 17.95569(W)     ADJUSTED  
 BK3217* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3217  **This station is located in a suspected subsidence area (see below).
 BK3217  ___________________________________________________________________
 BK3217  EPOCH DATE  -        2002.00
 BK3217  X           -    -350,265.315 (meters)                     COMP
 BK3217  Y           -  -5,508,514.020 (meters)                     COMP
 BK3217  Z           -   3,185,220.857 (meters)                     COMP
 BK3217  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3217  ELLIP HEIGHT-         -16.506 (meters)          (02/10/07) ADJUSTED
 BK3217  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK3217
 BK3217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3217  Type    PID    Designation                      North   East  Ellip
 BK3217  -------------------------------------------------------------------
 BK3217  NETWORK BK3217 10E009                            1.45   1.14   3.02
 BK3217  -------------------------------------------------------------------
 BK3217
 BK3217.The horizontal coordinates were established by GPS observations
 BK3217.and adjusted by the National Geodetic Survey in February 2007.
 BK3217
 BK3217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3217.The horizontal coordinates are valid at the epoch date displayed above.
 BK3217.The epoch date for horizontal control is a decimal equivalence
 BK3217.of Year/Month/Day.
 BK3217
 BK3217.The orthometric height was determined by GPS observations and a
 BK3217.high-resolution geoid model.
 BK3217 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3217 ** and geoid heights are valid at the date of observation. These heights
 BK3217 ** must always be validated when used as control.
 BK3217 ** The orthometric height has not been validated since last determined
 BK3217 ** by differential leveling and should not be used for control purposes.
 BK3217 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3217 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3217 ** epoch indicated which incorporates improved geoid heights for the
 BK3217 ** Southern Louisiana Subsidence area.
 BK3217 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   185,665.234   777,977.093   MT  0.99992934   -1 09 09.1
 BK3217;SPC LA S     -   609,136.69  2,552,413.18   sFT  0.99992934   -1 09 09.1
 BK3217;SPC TX C     - 3,073,522.965 1,344,575.779   MT  0.99999002   +3 26 54.0
 BK3217;SPC TX C     -10,083,716.59  4,411,329.03   sFT  0.99999002   +3 26 54.0
 BK3217;UTM  15      - 3,336,117.465   438,530.592   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 39.7
 BK3217:SPC TX C     -  10E010 LADH 1967                         062 06 36.6
 BK3217:UTM  15      -  10E010 LADH 1967                         065 52 45.0
 BK3217
 BK3217|---------------------------------------------------------------------|
 BK3217| PID    Reference Object                     Distance      Geod. Az  |
 BK3217|                                                           dddmmss.s |
 BK3217| BK3197 10E010 LADH 1967                    APPROX. 1.7 KM 0653330.6 |
 BK3217|---------------------------------------------------------------------|
 BK3217
 BK3217                          SUPERSEDED SURVEY CONTROL
 BK3217
 BK3217  ELLIP H (02/20/02)  -16.472  (m)                       GP(       ) 4 1
 BK3217  NAD 83(1992)-  30 09 17.49927(N)    093 38 17.95501(W) AD(       ) 1
 BK3217  ELLIP H (01/13/95)  -16.384  (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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3197  **This station is located in a suspected subsidence area (see below).
 BK3197  ___________________________________________________________________
 BK3197  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BK3197  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3197 ** and geoid heights are valid at the date of observation. These heights
 BK3197 ** must always be validated when used as control.
 BK3197 ** The orthometric height has not been validated since last determined
 BK3197 ** by differential leveling and should not be used for control purposes.
 BK3197 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3197 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3197 ** epoch indicated which incorporates improved geoid heights for the
 BK3197 ** Southern Louisiana Subsidence area.
 BK3197 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 39.8
 BK3197:SPC TX C     -  10E009                                   242 06 35.9
 BK3197:UTM  15      -  10E009                                   245 52 45.2
 BK3197
 BK3197|---------------------------------------------------------------------|
 BK3197| PID    Reference Object                     Distance      Geod. Az  |
 BK3197|                                                           dddmmss.s |
 BK3197| BK3217 10E009                              APPROX. 1.7 KM 2453359.1 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3193  **This station is located in a suspected subsidence area (see below).
 BK3193  ___________________________________________________________________
 BK3193  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK3193  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3193 ** and geoid heights are valid at the date of observation. These heights
 BK3193 ** must always be validated when used as control.
 BK3193 ** The orthometric height has not been validated since last determined
 BK3193 ** by differential leveling and should not be used for control purposes.
 BK3193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3193 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3193 ** epoch indicated which incorporates improved geoid heights for the
 BK3193 ** Southern Louisiana Subsidence area.
 BK3193 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3195  **This station is located in a suspected subsidence area (see below).
 BK3195  ___________________________________________________________________
 BK3195  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BK3195  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3195 ** and geoid heights are valid at the date of observation. These heights
 BK3195 ** must always be validated when used as control.
 BK3195 ** The orthometric height has not been validated since last determined
 BK3195 ** by differential leveling and should not be used for control purposes.
 BK3195 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3195 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3195 ** epoch indicated which incorporates improved geoid heights for the
 BK3195 ** Southern Louisiana Subsidence area.
 BK3195 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 38.7
 BK3195:SPC TX C     -  10 F 002                                 058 45 32.9
 BK3195:UTM  15      -  10 F 002                                 062 31 44.3
 BK3195
 BK3195|---------------------------------------------------------------------|
 BK3195| PID    Reference Object                     Distance      Geod. Az  |
 BK3195|                                                           dddmmss.s |
 BK3195| BK1841 10 F 002                            APPROX. 2.2 KM 0621401.7 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3196  **This station is located in a suspected subsidence area (see below).
 BK3196  ___________________________________________________________________
 BK3196  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BK3196  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3196 ** and geoid heights are valid at the date of observation. These heights
 BK3196 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3192  **This station is located in a suspected subsidence area (see below).
 BK3192  ___________________________________________________________________
 BK3192  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BK3192  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3192 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3192 ** and geoid heights are valid at the date of observation. These heights
 BK3192 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3198  **This station is located in a suspected subsidence area (see below).
 BK3198  ___________________________________________________________________
 BK3198  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK3198  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3198 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3198 ** and geoid heights are valid at the date of observation. These heights
 BK3198 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CP2383+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2008
 CP2383
 CP2383  HISTORY     - Date     Condition        Report By
 CP2383  HISTORY     - 1970     MONUMENTED       LADH
 CP2383  HISTORY     - 20080822 GOOD             INDIV
 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.
 CP2383
 CP2383                          STATION RECOVERY (2008)
 CP2383
 CP2383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DWA)
 CP2383'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3207 ***********************************************************************
 DH3207  HT_MOD      -  This is a 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(2007)-  29 57 40.86107(N)    090 14 32.96327(W)     ADJUSTED  
 DH3207* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3207  **This station is located in a suspected subsidence area (see below).
 DH3207  ___________________________________________________________________
 DH3207  EPOCH DATE  -        2002.00
 DH3207  X           -     -23,405.863 (meters)                     COMP
 DH3207  Y           -  -5,530,332.225 (meters)                     COMP
 DH3207  Z           -   3,166,653.485 (meters)                     COMP
 DH3207  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DH3207  ELLIP HEIGHT-         -18.276 (meters)          (02/10/07) ADJUSTED
 DH3207  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DH3207
 DH3207  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3207  Type    PID    Designation                      North   East  Ellip
 DH3207  -------------------------------------------------------------------
 DH3207  NETWORK DH3207 119+11.35=LMS 512                 1.18   1.06   1.92
 DH3207  -------------------------------------------------------------------
 DH3207
 DH3207.The horizontal coordinates were established by GPS observations
 DH3207.and adjusted by the National Geodetic Survey in February 2007.
 DH3207
 DH3207.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3207.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3207.The horizontal coordinates are valid at the epoch date displayed above.
 DH3207.The epoch date for horizontal control is a decimal equivalence
 DH3207.of Year/Month/Day.
 DH3207
 DH3207.The orthometric height was determined by GPS observations and a
 DH3207.high-resolution geoid model.
 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 has not been validated since last determined
 DH3207 ** by differential leveling and should not be used for control purposes.
 DH3207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   162,483.460 1,105,282.812   MT  0.99992598   +0 32 43.6
 DH3207;SPC LA S     -   533,081.15  3,626,248.69   sFT  0.99992598   +0 32 43.6
 DH3207;UTM  15      - 3,317,702.300   766,110.334   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  NAD 83(1992)-  29 57 40.86119(N)    090 14 32.96322(W) AD(       ) B
 DH3207  ELLIP H (05/09/05)  -18.273  (m)                       GP(       ) 4 2
 DH3207
 DH3207.Superseded values are not recommended for survey control.
 DH3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3207.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 DH3213 ***********************************************************************
 DH3213  HT_MOD      -  This is a 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(2007)-  29 23 20.47658(N)    089 35 47.21120(W)     ADJUSTED  
 DH3213* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3213  **This station is located in a suspected subsidence area (see below).
 DH3213  ___________________________________________________________________
 DH3213  EPOCH DATE  -        2002.00
 DH3213  X           -      39,173.124 (meters)                     COMP
 DH3213  Y           -  -5,561,650.322 (meters)                     COMP
 DH3213  Z           -   3,111,532.467 (meters)                     COMP
 DH3213  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3213  ELLIP HEIGHT-         -20.296 (meters)          (02/10/07) ADJUSTED
 DH3213  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DH3213
 DH3213  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3213  Type    PID    Designation                      North   East  Ellip
 DH3213  -------------------------------------------------------------------
 DH3213  NETWORK DH3213 1193 B                            1.43   1.20   2.20
 DH3213  -------------------------------------------------------------------
 DH3213
 DH3213.The horizontal coordinates were established by GPS observations
 DH3213.and adjusted by the National Geodetic Survey in February 2007.
 DH3213
 DH3213.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3213.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3213.The horizontal coordinates are valid at the epoch date displayed above.
 DH3213.The epoch date for horizontal control is a decimal equivalence
 DH3213.of Year/Month/Day.
 DH3213
 DH3213.The orthometric height was determined by GPS observations and a
 DH3213.high-resolution geoid model.
 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 has not been validated since last determined
 DH3213 ** by differential leveling and should not be used for control purposes.
 DH3213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -    99,822.566 1,168,593.243   MT  0.99998235   +0 52 06.5
 DH3213;SPC LA S     -   327,501.20  3,833,959.66   sFT  0.99998235   +0 52 06.5
 DH3213;UTM  16      - 3,253,890.209   248,013.881   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  NAD 83(1992)-  29 23 20.47679(N)    089 35 47.21106(W) AD(       ) B
 DH3213  ELLIP H (05/09/05)  -20.295  (m)                       GP(       ) 4 2
 DH3213
 DH3213.Superseded values are not recommended for survey control.
 DH3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3213.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3283* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3283  **This station is located in a suspected subsidence area (see below).
 AU3283  ___________________________________________________________________
 AU3283  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AU3283  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3283 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3283 ** and geoid heights are valid at the date of observation. These heights
 AU3283 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ0660 ***********************************************************************
 BJ0660  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ0660  DESIGNATION -  13 LLD ANO
 BJ0660  PID         -  BJ0660
 BJ0660  STATE/COUNTY-  LA/ST JAMES
 BJ0660  USGS QUAD   -  CONVENT (1994)
 BJ0660
 BJ0660                         *CURRENT SURVEY CONTROL
 BJ0660  ___________________________________________________________________
 BJ0660* NAD 83(2007)-  30 03 07.53274(N)    090 50 56.94525(W)     ADJUSTED  
 BJ0660* NAVD 88     -         5.80   (meters)      19.0    (feet)  GPS OBS(2006.81)
 BJ0660  **This station is located in a suspected subsidence area (see below).
 BJ0660  ___________________________________________________________________
 BJ0660  EPOCH DATE  -        2002.00
 BJ0660  X           -     -81,885.379 (meters)                     COMP
 BJ0660  Y           -  -5,524,742.448 (meters)                     COMP
 BJ0660  Z           -   3,175,363.059 (meters)                     COMP
 BJ0660  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ0660  ELLIP HEIGHT-         -20.586 (meters)          (03/12/08) ADJUSTED
 BJ0660  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BJ0660  HORZ ORDER  -  A
 BJ0660  ELLP ORDER  -  THIRD     CLASS I
 BJ0660
 BJ0660.The horizontal coordinates were established by GPS observations
 BJ0660.and adjusted by the National Geodetic Survey in March 2008.
 BJ0660
 BJ0660.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0660.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0660.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0660.The epoch date for horizontal control is a decimal equivalence
 BJ0660.of Year/Month/Day.
 BJ0660
 BJ0660.The orthometric height was determined by GPS observations and a
 BJ0660.high-resolution geoid model.
 BJ0660 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0660 ** and geoid heights are valid at the date of observation. These heights
 BJ0660 ** must always be validated when used as control.
 BJ0660 ** The orthometric height was determined by GPS observations using
 BJ0660 ** precise GPS observation and processing techniques and a new
 BJ0660 ** realization of GEOID03. It supersedes any height that may have been
 BJ0660 ** previously determined for this station.
 BJ0660 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0660 ** epoch indicated which incorporates improved geoid heights for the
 BJ0660 ** Southern Louisiana Subsidence area.
 BJ0660 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0660
 BJ0660.Photographs are available for this station.
 BJ0660
 BJ0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0660
 BJ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0660
 BJ0660.The ellipsoidal height was determined by GPS observations
 BJ0660.and is referenced to NAD 83.
 BJ0660
 BJ0660.The geoid height was determined by GEOID03.
 BJ0660
 BJ0660;                    North         East     Units Scale Factor Converg.
 BJ0660;SPC LA S     -   172,139.220 1,046,688.902   MT  0.99992614   +0 14 31.5
 BJ0660;SPC LA S     -   564,760.09  3,434,011.84   sFT  0.99992614   +0 14 31.5
 BJ0660;UTM  15      - 3,326,507.326   707,360.389   MT  1.00013052   +1 04 39.0
 BJ0660
 BJ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0660!SPC LA S     -   1.00000323  x   0.99992614  =   0.99992937
 BJ0660!UTM  15      -   1.00000323  x   1.00013052  =   1.00013375
 BJ0660
 BJ0660                          SUPERSEDED SURVEY CONTROL
 BJ0660
 BJ0660  NGVD 29 (??/??/??)    6.140  (m)           20.14   (f) ADJUSTED    1 1
 BJ0660
 BJ0660.Superseded values are not recommended for survey control.
 BJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ0660.See file dsdata.txt to determine how the superseded data were derived.
 BJ0660
 BJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0736026507(NAD 83)
 BJ0660_MARKER: DD = SURVEY DISK
 BJ0660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BJ0660_SP_SET: COPPER-CLAD STEEL ROD
 BJ0660_STAMPING: 13 LLD ANO
 BJ0660_MARK LOGO: USACE 
 BJ0660_PROJECTION: RECESSED 20 CENTIMETERS
 BJ0660_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0660+STABILITY: SURFACE MOTION
 BJ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0660+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BJ0660
 BJ0660  HISTORY     - Date     Condition        Report By
 BJ0660  HISTORY     - 1975     MONUMENTED       USE
 BJ0660  HISTORY     - 1977     GOOD             NGS
 BJ0660  HISTORY     - 20040414 GOOD             JCLS
 BJ0660  HISTORY     - 20040414 GOOD             JCLS
 BJ0660  HISTORY     - 20060427 GOOD             NGS
 BJ0660
 BJ0660                          STATION DESCRIPTION
 BJ0660
 BJ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BJ0660'12.7 MI NW FROM VACHERIE.
 BJ0660'12.75 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 BJ0660'STATE HIGHWAY 20 AT VACHERIE, 45.5 FT. NORTHEAST OF THE CENTER LINE
 BJ0660'OF THE HIGHWAY, 161 FT. SOUTHEAST OF THE CENTER LINE OF A SHELL
 BJ0660'ROAD LEADING EAST TO THE TOP OF THE LEVEE, 3 FT. NORTHEAST OF A FENCE.
 BJ0660
 BJ0660                          STATION RECOVERY (2004)
 BJ0660
 BJ0660'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 BJ0660'THE FENCE IS NO LONGER IN EXISTENCE.  THE STATION IS APPROXIMATELY 4
 BJ0660'INCHES BELOW THE SURFACE.
 BJ0660
 BJ0660                          STATION RECOVERY (2004)
 BJ0660
 BJ0660'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 BJ0660'RECOVERED IN GOOD CONDITION.
 BJ0660
 BJ0660                          STATION RECOVERY (2006)
 BJ0660
 BJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0660'TO REACH FROM I-10 EXIT 182, JUNCTION OF STATE HIGHWAY 22 IN SORRENTO,
 BJ0660'TAKE LA-22 0.4 MI (0.6 KM) SOUTHWEST TO STATE HIGHWAY 70, THEN LEFT
 BJ0660'7.O MILES ALONG LA-70. JUST AFTER CROSSING THE MISSISSIPPI RIVER LA-70
 BJ0660'CROSSES OVER LA-18. CONTINUE 0.7 MI (1.13 KM) AND TURN LEFT ON
 BJ0660'FRONTAGE STREET FOR 0.7 MI (1.13 KM) TO A T-INTERSECTION. TURN LEFT ON
 BJ0660'LA-18 SOUTH FOR 6.05 MI (9.74 KM) TO THE MARK ON THE LEFT OR EAST SIDE
 BJ0660'OF LA-18, 47.5 M (155.8 FT) PAST A ROAD ON THE LEFT LEADING TO THE
 BJ0660'LEVEE.
 BJ0660' 
 BJ0660'MARK IS 39.5 M (129.6 FT) SE OF A LEVEE NO TRESPASSING SIGN, 32.8 M
 BJ0660'(107.6 FT) NNE OF A UTILITY T-JUNCTION POLE, 25.5 M (83.7 FT) SW OF
 BJ0660'THE CENTERLINE OF THE LEVEE ROAD, 13.9 M (45.6 FT) NE OF LA-18
 BJ0660'CENTERLINE, 1.1 M (3.6 FT) BELOW HIGHWAY, 0.7 M (2.3 FT) NNW OF AN
 BJ0660'ANCHOR, O.2 M (0.7 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3194 ***********************************************************************
 DH3194  HT_MOD      -  This is a 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(2007)-  29 36 59.71900(N)    089 53 15.10309(W)     ADJUSTED  
 DH3194* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3194  **This station is located in a suspected subsidence area (see below).
 DH3194  ___________________________________________________________________
 DH3194  EPOCH DATE  -        2002.00
 DH3194  X           -      10,893.374 (meters)                     COMP
 DH3194  Y           -  -5,549,355.380 (meters)                     COMP
 DH3194  Z           -   3,133,486.037 (meters)                     COMP
 DH3194  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DH3194  ELLIP HEIGHT-         -20.343 (meters)          (02/10/07) ADJUSTED
 DH3194  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 DH3194
 DH3194  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3194  Type    PID    Designation                      North   East  Ellip
 DH3194  -------------------------------------------------------------------
 DH3194  NETWORK DH3194 1370+7.73=LMS164                  0.84   0.73   1.45
 DH3194  -------------------------------------------------------------------
 DH3194
 DH3194.The horizontal coordinates were established by GPS observations
 DH3194.and adjusted by the National Geodetic Survey in February 2007.
 DH3194
 DH3194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3194.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3194.The horizontal coordinates are valid at the epoch date displayed above.
 DH3194.The epoch date for horizontal control is a decimal equivalence
 DH3194.of Year/Month/Day.
 DH3194
 DH3194.The orthometric height was determined by GPS observations and a
 DH3194.high-resolution geoid model.
 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 has not been validated since last determined
 DH3194 ** by differential leveling and should not be used for control purposes.
 DH3194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   124,651.765 1,140,022.455   MT  0.99994809   +0 43 22.5
 DH3194;SPC LA S     -   408,961.67  3,740,223.67   sFT  0.99994809   +0 43 22.5
 DH3194;UTM  16      - 3,279,785.463   220,379.245   MT  1.00056485   -1 25 40.5
 DH3194
 DH3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3194!SPC LA S     -   1.00000320  x   0.99994809  =   0.99995128
 DH3194!UTM  16      -   1.00000320  x   1.00056485  =   1.00056805
 DH3194
 DH3194                          SUPERSEDED SURVEY CONTROL
 DH3194
 DH3194  NAD 83(1992)-  29 36 59.71911(N)    089 53 15.10315(W) AD(       ) B
 DH3194  ELLIP H (05/09/05)  -20.339  (m)                       GP(       ) 4 2
 DH3194
 DH3194.Superseded values are not recommended for survey control.
 DH3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3194.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0066  **This station is located in a suspected subsidence area (see below).
 BJ0066  ___________________________________________________________________
 BJ0066  X           -    -133,519.634 (meters)                     COMP
 BJ0066  Y           -  -5,484,534.635 (meters)                     COMP
 BJ0066  Z           -   3,242,169.051 (meters)                     COMP
 BJ0066  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ0066  ELLIP HEIGHT-         -14.136 (meters)          (01/02/04) ADJUSTED
 BJ0066  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ0066  DYNAMIC HT  -          13.1   (meters)      43.    (feet)  COMP
 BJ0066  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 BJ0066
 BJ0066  HORZ ORDER  -  THIRD
 BJ0066  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0066 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0066 ** and geoid heights are valid at the date of observation. These heights
 BJ0066 ** must always be validated when used as control.
 BJ0066 ** The orthometric height has not been validated since last determined
 BJ0066 ** by differential leveling and should not be used for control purposes.
 BJ0066 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0066 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0066 ** epoch indicated which incorporates improved geoid heights for the
 BJ0066 ** Southern Louisiana Subsidence area.
 BJ0066 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0066.The vertical order pertains to the first NAVD 88 superseded value.
 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)  -14.033  (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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 DH3205 ***********************************************************************
 DH3205  HT_MOD      -  This is a 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(2007)-  30 44 56.21912(N)    091 35 59.44026(W)     ADJUSTED  
 DH3205* NAVD 88     -        18.73   (meters)      61.5    (feet)  GPS OBS   
 DH3205  ___________________________________________________________________
 DH3205  EPOCH DATE  -        2002.00
 DH3205  X           -    -153,170.674 (meters)                     COMP
 DH3205  Y           -  -5,484,128.099 (meters)                     COMP
 DH3205  Z           -   3,242,000.055 (meters)                     COMP
 DH3205  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH3205  ELLIP HEIGHT-          -8.542 (meters)          (02/10/07) ADJUSTED
 DH3205  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3205
 DH3205  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3205  Type    PID    Designation                      North   East  Ellip
 DH3205  -------------------------------------------------------------------
 DH3205  NETWORK DH3205 1407+40.38=LMS215                 0.88   0.73   1.33
 DH3205  -------------------------------------------------------------------
 DH3205
 DH3205.The horizontal coordinates were established by GPS observations
 DH3205.and adjusted by the National Geodetic Survey in February 2007.
 DH3205
 DH3205.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3205.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3205.The horizontal coordinates are valid at the epoch date displayed above.
 DH3205.The epoch date for horizontal control is a decimal equivalence
 DH3205.of Year/Month/Day.
 DH3205
 DH3205.The orthometric height was determined by GPS observations and a
 DH3205.high-resolution geoid model.
 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     -   249,319.934   974,480.357   MT  1.00001078   -0 07 59.7
 DH3205;SPC LA S     -   817,977.15  3,197,107.64   sFT  1.00001078   -0 07 59.7
 DH3205;UTM  15      - 3,402,617.162   634,022.638   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  NAD 83(1992)-  30 44 56.21908(N)    091 35 59.43992(W) AD(       ) B
 DH3205  ELLIP H (05/09/05)   -8.547  (m)                       GP(       ) 4 2
 DH3205
 DH3205.Superseded values are not recommended for survey control.
 DH3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3205.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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           -  -5,354,935.654 (meters)                     COMP
 CQ2059  Z           -   3,436,811.748 (meters)                     COMP
 CQ2059  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CQ2059  ELLIP HEIGHT-          95.738 (meters)          (01/02/04) ADJUSTED
 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 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)   95.844  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  31 11 16.27493(N)    091 37 53.31409(W)     ADJUSTED  
 DG6061* NAVD 88     -        22.76   (meters)      74.7    (feet)  GPS OBS   
 DG6061  ___________________________________________________________________
 DG6061  EPOCH DATE  -        2002.00
 DG6061  X           -    -155,485.529 (meters)                     COMP
 DG6061  Y           -  -5,459,017.482 (meters)                     COMP
 DG6061  Z           -   3,283,726.463 (meters)                     COMP
 DG6061  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DG6061  ELLIP HEIGHT-          -4.186 (meters)          (02/10/07) ADJUSTED
 DG6061  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DG6061
 DG6061  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG6061  Type    PID    Designation                      North   East  Ellip
 DG6061  -------------------------------------------------------------------
 DG6061  NETWORK DG6061 15GPS10                           1.27   1.31   1.67
 DG6061  -------------------------------------------------------------------
 DG6061
 DG6061.The horizontal coordinates were established by GPS observations
 DG6061.and adjusted by the National Geodetic Survey in February 2007.
 DG6061
 DG6061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG6061.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG6061.The horizontal coordinates are valid at the epoch date displayed above.
 DG6061.The epoch date for horizontal control is a decimal equivalence
 DG6061.of Year/Month/Day.
 DG6061
 DG6061.The orthometric height was determined by GPS observations and a
 DG6061.high-resolution geoid model.
 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     -    76,599.137 1,082,783.403   MT  0.99999526   +0 27 33.1
 DG6061;SPC LA N     -   251,309.00  3,552,431.88   sFT  0.99999526   +0 27 33.1
 DG6061;UTM  15      - 3,451,227.720   630,396.562   MT  0.99980973   +0 42 31.6
 DG6061
 DG6061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6061!SPC LA N     -   1.00000066  x   0.99999526  =   0.99999592
 DG6061!UTM  15      -   1.00000066  x   0.99980973  =   0.99981039
 DG6061
 DG6061                          SUPERSEDED SURVEY CONTROL
 DG6061
 DG6061  NAD 83(1992)-  31 11 16.27409(N)    091 37 53.31336(W) AD(       ) B
 DG6061  ELLIP H (06/28/04)   -4.172  (m)                       GP(       ) 4 2
 DG6061
 DG6061.Superseded values are not recommended for survey control.
 DG6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6061.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 BJ0077 ***********************************************************************
 BJ0077  HT_MOD      -  This is a 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(2007)-  30 40 18.04534(N)    091 21 06.27067(W)     ADJUSTED  
 BJ0077* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ0077  **This station is located in a suspected subsidence area (see below).
 BJ0077  ___________________________________________________________________
 BJ0077  EPOCH DATE  -        2002.00
 BJ0077  X           -    -129,524.932 (meters)                     COMP
 BJ0077  Y           -  -5,489,106.507 (meters)                     COMP
 BJ0077  Z           -   3,234,630.651 (meters)                     COMP
 BJ0077  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ0077  ELLIP HEIGHT-         -16.835 (meters)          (02/10/07) ADJUSTED
 BJ0077  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0077
 BJ0077  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0077  Type    PID    Designation                      North   East  Ellip
 BJ0077  -------------------------------------------------------------------
 BJ0077  NETWORK BJ0077 16 ABLDAPA                        0.65   0.57   1.10
 BJ0077  -------------------------------------------------------------------
 BJ0077
 BJ0077.The horizontal coordinates were established by GPS observations
 BJ0077.and adjusted by the National Geodetic Survey in February 2007.
 BJ0077
 BJ0077.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0077.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0077.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0077.The epoch date for horizontal control is a decimal equivalence
 BJ0077.of Year/Month/Day.
 BJ0077
 BJ0077.The orthometric height was determined by GPS observations and a
 BJ0077.high-resolution geoid model.
 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 has not been validated since last determined
 BJ0077 ** by differential leveling and should not be used for control purposes.
 BJ0077 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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;                    North         East     Units Scale Factor Converg.
 BJ0077;SPC LA S     -   240,723.824   998,235.924   MT  0.99999410   -0 00 33.1
 BJ0077;SPC LA S     -   789,774.75  3,275,045.69   sFT  0.99999410   -0 00 33.1
 BJ0077;UTM  15      - 3,394,375.450   657,899.760   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  NAD 83(1992)-  30 40 18.04539(N)    091 21 06.27044(W) AD(       ) B
 BJ0077  ELLIP H (05/09/05)  -16.839  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081119 GOOD             JCLS
 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.
 CQ2635
 CQ2635                          STATION RECOVERY (2008)
 CQ2635
 CQ2635'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 CQ2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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           -    -349,090.110 (meters)                     COMP
 CQ2631  Y           -  -5,395,909.629 (meters)                     COMP
 CQ2631  Z           -   3,371,462.837 (meters)                     COMP
 CQ2631  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 CQ2631  ELLIP HEIGHT-          34.535 (meters)          (01/02/04) ADJUSTED
 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 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)   34.641  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU0965 ***********************************************************************
 AU0965  HT_MOD      -  This is a 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(2007)-  29 54 34.72186(N)    090 05 03.11162(W)     ADJUSTED  
 AU0965* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0965  **This station is located in a suspected subsidence area (see below).
 AU0965  ___________________________________________________________________
 AU0965  EPOCH DATE  -        2002.00
 AU0965  X           -      -8,131.242 (meters)                     COMP
 AU0965  Y           -  -5,533,234.980 (meters)                     COMP
 AU0965  Z           -   3,161,685.981 (meters)                     COMP
 AU0965  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU0965  ELLIP HEIGHT-         -19.436 (meters)          (02/10/07) ADJUSTED
 AU0965  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 AU0965
 AU0965  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0965  Type    PID    Designation                      North   East  Ellip
 AU0965  -------------------------------------------------------------------
 AU0965  NETWORK AU0965 1601                              0.82   0.80   1.55
 AU0965  -------------------------------------------------------------------
 AU0965  OBS GRAVITY -     979,308.4   (mgal)                       GRAV_OBS
 AU0965
 AU0965
 AU0965.The horizontal coordinates were established by GPS observations
 AU0965.and adjusted by the National Geodetic Survey in February 2007.
 AU0965
 AU0965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0965.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0965.The horizontal coordinates are valid at the epoch date displayed above.
 AU0965.The epoch date for horizontal control is a decimal equivalence
 AU0965.of Year/Month/Day.
 AU0965
 AU0965.The orthometric height was determined by GPS observations and a
 AU0965.high-resolution geoid model.
 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 has not been validated since last determined
 AU0965 ** by differential leveling and should not be used for control purposes.
 AU0965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 AU0965.Photographs are available for this station.
 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.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     -   156,908.605 1,120,622.292   MT  0.99992700   +0 37 28.5
 AU0965;SPC LA S     -   514,790.98  3,676,574.97   sFT  0.99992700   +0 37 28.5
 AU0965;UTM  15      - 3,312,347.410   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 34.72202(N)    090 05 03.11162(W) AD(       ) B
 AU0965  ELLIP H (05/09/05)  -19.429  (m)                       GP(       ) 4 2
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4032  **This station is located in a suspected subsidence area (see below).
 BJ4032  ___________________________________________________________________
 BJ4032  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BJ4032  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ4032  DYNAMIC HT  -           6.9   (meters)      23.    (feet)  COMP
 BJ4032  MODELED GRAV-     979,326.5   (mgal)                       NAVD 88
 BJ4032
 BJ4032  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4032 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4032 ** and geoid heights are valid at the date of observation. These heights
 BJ4032 ** must always be validated when used as control.
 BJ4032 ** The orthometric height has not been validated since last determined
 BJ4032 ** by differential leveling and should not be used for control purposes.
 BJ4032 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4032 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4032 ** epoch indicated which incorporates improved geoid heights for the
 BJ4032 ** Southern Louisiana Subsidence area.
 BJ4032 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3918  **This station is located in a suspected subsidence area (see below).
 BJ3918  ___________________________________________________________________
 BJ3918  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ3918  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3918  DYNAMIC HT  -           6.6   (meters)      22.    (feet)  COMP
 BJ3918  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 BJ3918
 BJ3918  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3918 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3918 ** and geoid heights are valid at the date of observation. These heights
 BJ3918 ** must always be validated when used as control.
 BJ3918 ** The orthometric height has not been validated since last determined
 BJ3918 ** by differential leveling and should not be used for control purposes.
 BJ3918 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3918 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3918 ** epoch indicated which incorporates improved geoid heights for the
 BJ3918 ** Southern Louisiana Subsidence area.
 BJ3918 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4034  **This station is located in a suspected subsidence area (see below).
 BJ4034  ___________________________________________________________________
 BJ4034  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4034  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ4034  DYNAMIC HT  -           6.1   (meters)      20.    (feet)  COMP
 BJ4034  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 BJ4034
 BJ4034  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4034 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4034 ** and geoid heights are valid at the date of observation. These heights
 BJ4034 ** must always be validated when used as control.
 BJ4034 ** The orthometric height has not been validated since last determined
 BJ4034 ** by differential leveling and should not be used for control purposes.
 BJ4034 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4034 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4034 ** epoch indicated which incorporates improved geoid heights for the
 BJ4034 ** Southern Louisiana Subsidence area.
 BJ4034 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4035  **This station is located in a suspected subsidence area (see below).
 BJ4035  ___________________________________________________________________
 BJ4035  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4035  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4035  DYNAMIC HT  -           6.7   (meters)      22.    (feet)  COMP
 BJ4035  MODELED GRAV-     979,333.1   (mgal)                       NAVD 88
 BJ4035
 BJ4035  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4035 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4035 ** and geoid heights are valid at the date of observation. These heights
 BJ4035 ** must always be validated when used as control.
 BJ4035 ** The orthometric height has not been validated since last determined
 BJ4035 ** by differential leveling and should not be used for control purposes.
 BJ4035 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4035 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4035 ** epoch indicated which incorporates improved geoid heights for the
 BJ4035 ** Southern Louisiana Subsidence area.
 BJ4035 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2099  **This station is located in a suspected subsidence area (see below).
 BJ2099  ___________________________________________________________________
 BJ2099  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ2099  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2099 ** and geoid heights are valid at the date of observation. These heights
 BJ2099 ** must always be validated when used as control.
 BJ2099 ** The orthometric height has not been validated since last determined
 BJ2099 ** by differential leveling and should not be used for control purposes.
 BJ2099 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2099 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2099 ** epoch indicated which incorporates improved geoid heights for the
 BJ2099 ** Southern Louisiana Subsidence area.
 BJ2099 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ4033* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ4033  **This station is located in a suspected subsidence area (see below).
 BJ4033  ___________________________________________________________________
 BJ4033  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4033  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ4033  DYNAMIC HT  -           7.3   (meters)      24.    (feet)  COMP
 BJ4033  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ4033
 BJ4033  HORZ ORDER  -  THIRD
 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 scaled from a topographic map.
 BJ4033 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4033 ** and geoid heights are valid at the date of observation. These heights
 BJ4033 ** must always be validated when used as control.
 BJ4033 ** The orthometric height has not been validated since last determined
 BJ4033 ** by differential leveling and should not be used for control purposes.
 BJ4033 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4033 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4033 ** epoch indicated which incorporates improved geoid heights for the
 BJ4033 ** Southern Louisiana Subsidence area.
 BJ4033 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3692  **This station is located in a suspected subsidence area (see below).
 BJ3692  ___________________________________________________________________
 BJ3692  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3692  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3692  DYNAMIC HT  -          14.2   (meters)      47.    (feet)  COMP
 BJ3692  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BJ3692
 BJ3692  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3692 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3692 ** and geoid heights are valid at the date of observation. These heights
 BJ3692 ** must always be validated when used as control.
 BJ3692 ** The orthometric height has not been validated since last determined
 BJ3692 ** by differential leveling and should not be used for control purposes.
 BJ3692 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3692 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3692 ** epoch indicated which incorporates improved geoid heights for the
 BJ3692 ** Southern Louisiana Subsidence area.
 BJ3692 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5322  **This station is located in a suspected subsidence area (see below).
 BJ5322  ___________________________________________________________________
 BJ5322  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5322  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5322 ** and geoid heights are valid at the date of observation. These heights
 BJ5322 ** must always be validated when used as control.
 BJ5322 ** The orthometric height has not been validated since last determined
 BJ5322 ** by differential leveling and should not be used for control purposes.
 BJ5322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5322 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5322 ** epoch indicated which incorporates improved geoid heights for the
 BJ5322 ** Southern Louisiana Subsidence area.
 BJ5322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3770  **This station is located in a suspected subsidence area (see below).
 BJ3770  ___________________________________________________________________
 BJ3770  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3770  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ3770  DYNAMIC HT  -          13.8   (meters)      45.    (feet)  COMP
 BJ3770  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BJ3770
 BJ3770  HORZ ORDER  -  SECOND
 BJ3770  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3770 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3770 ** and geoid heights are valid at the date of observation. These heights
 BJ3770 ** must always be validated when used as control.
 BJ3770 ** The orthometric height has not been validated since last determined
 BJ3770 ** by differential leveling and should not be used for control purposes.
 BJ3770 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3770 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3770 ** epoch indicated which incorporates improved geoid heights for the
 BJ3770 ** Southern Louisiana Subsidence area.
 BJ3770 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3770.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3766  **This station is located in a suspected subsidence area (see below).
 BJ3766  ___________________________________________________________________
 BJ3766  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3766  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3766 ** and geoid heights are valid at the date of observation. These heights
 BJ3766 ** must always be validated when used as control.
 BJ3766 ** The orthometric height has not been validated since last determined
 BJ3766 ** by differential leveling and should not be used for control purposes.
 BJ3766 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3766 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3766 ** epoch indicated which incorporates improved geoid heights for the
 BJ3766 ** Southern Louisiana Subsidence area.
 BJ3766 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5317  **This station is located in a suspected subsidence area (see below).
 BJ5317  ___________________________________________________________________
 BJ5317  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5317  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5317 ** and geoid heights are valid at the date of observation. These heights
 BJ5317 ** must always be validated when used as control.
 BJ5317 ** The orthometric height has not been validated since last determined
 BJ5317 ** by differential leveling and should not be used for control purposes.
 BJ5317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5317 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5317 ** epoch indicated which incorporates improved geoid heights for the
 BJ5317 ** Southern Louisiana Subsidence area.
 BJ5317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3764  **This station is located in a suspected subsidence area (see below).
 BJ3764  ___________________________________________________________________
 BJ3764  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ3764  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3764 ** and geoid heights are valid at the date of observation. These heights
 BJ3764 ** must always be validated when used as control.
 BJ3764 ** The orthometric height has not been validated since last determined
 BJ3764 ** by differential leveling and should not be used for control purposes.
 BJ3764 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3764 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3764 ** epoch indicated which incorporates improved geoid heights for the
 BJ3764 ** Southern Louisiana Subsidence area.
 BJ3764 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3775  **This station is located in a suspected subsidence area (see below).
 BJ3775  ___________________________________________________________________
 BJ3775  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ3775  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3775 ** and geoid heights are valid at the date of observation. These heights
 BJ3775 ** must always be validated when used as control.
 BJ3775 ** The orthometric height has not been validated since last determined
 BJ3775 ** by differential leveling and should not be used for control purposes.
 BJ3775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3775 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3775 ** epoch indicated which incorporates improved geoid heights for the
 BJ3775 ** Southern Louisiana Subsidence area.
 BJ3775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3776  **This station is located in a suspected subsidence area (see below).
 BJ3776  ___________________________________________________________________
 BJ3776  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ3776  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3776 ** and geoid heights are valid at the date of observation. These heights
 BJ3776 ** must always be validated when used as control.
 BJ3776 ** The orthometric height has not been validated since last determined
 BJ3776 ** by differential leveling and should not be used for control purposes.
 BJ3776 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3776 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3776 ** epoch indicated which incorporates improved geoid heights for the
 BJ3776 ** Southern Louisiana Subsidence area.
 BJ3776 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4109  **This station is located in a suspected subsidence area (see below).
 BJ4109  ___________________________________________________________________
 BJ4109  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4109  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ4109  DYNAMIC HT  -          14.5   (meters)      48.    (feet)  COMP
 BJ4109  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BJ4109
 BJ4109  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4109 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4109 ** and geoid heights are valid at the date of observation. These heights
 BJ4109 ** must always be validated when used as control.
 BJ4109 ** The orthometric height has not been validated since last determined
 BJ4109 ** by differential leveling and should not be used for control purposes.
 BJ4109 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4109 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4109 ** epoch indicated which incorporates improved geoid heights for the
 BJ4109 ** Southern Louisiana Subsidence area.
 BJ4109 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3965  **This station is located in a suspected subsidence area (see below).
 BJ3965  ___________________________________________________________________
 BJ3965  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ3965  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3965  DYNAMIC HT  -          29.6   (meters)      97.    (feet)  COMP
 BJ3965  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 BJ3965
 BJ3965  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3965 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3965 ** and geoid heights are valid at the date of observation. These heights
 BJ3965 ** must always be validated when used as control.
 BJ3965 ** The orthometric height has not been validated since last determined
 BJ3965 ** by differential leveling and should not be used for control purposes.
 BJ3965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3965 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3965 ** epoch indicated which incorporates improved geoid heights for the
 BJ3965 ** Southern Louisiana Subsidence area.
 BJ3965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0870  **This station is located in a suspected subsidence area (see below).
 BJ0870  ___________________________________________________________________
 BJ0870  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ0870  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ0870  DYNAMIC HT  -          13.7   (meters)      45.    (feet)  COMP
 BJ0870  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ0870
 BJ0870  HORZ ORDER  -  SECOND
 BJ0870  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0870 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0870 ** and geoid heights are valid at the date of observation. These heights
 BJ0870 ** must always be validated when used as control.
 BJ0870 ** The orthometric height has not been validated since last determined
 BJ0870 ** by differential leveling and should not be used for control purposes.
 BJ0870 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0870 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0870 ** epoch indicated which incorporates improved geoid heights for the
 BJ0870 ** Southern Louisiana Subsidence area.
 BJ0870 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0870.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0872  **This station is located in a suspected subsidence area (see below).
 BJ0872  ___________________________________________________________________
 BJ0872  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ0872  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ0872  DYNAMIC HT  -          12.6   (meters)      41.    (feet)  COMP
 BJ0872  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 BJ0872
 BJ0872  HORZ ORDER  -  SECOND
 BJ0872  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0872 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0872 ** and geoid heights are valid at the date of observation. These heights
 BJ0872 ** must always be validated when used as control.
 BJ0872 ** The orthometric height has not been validated since last determined
 BJ0872 ** by differential leveling and should not be used for control purposes.
 BJ0872 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0872 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0872 ** epoch indicated which incorporates improved geoid heights for the
 BJ0872 ** Southern Louisiana Subsidence area.
 BJ0872 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0872.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4951  **This station is located in a suspected subsidence area (see below).
 BJ4951  ___________________________________________________________________
 BJ4951  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ4951  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4951 ** and geoid heights are valid at the date of observation. These heights
 BJ4951 ** must always be validated when used as control.
 BJ4951 ** The orthometric height has not been validated since last determined
 BJ4951 ** by differential leveling and should not be used for control purposes.
 BJ4951 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4951 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4951 ** epoch indicated which incorporates improved geoid heights for the
 BJ4951 ** Southern Louisiana Subsidence area.
 BJ4951 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4108  **This station is located in a suspected subsidence area (see below).
 BJ4108  ___________________________________________________________________
 BJ4108  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4108  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ4108  DYNAMIC HT  -           9.8   (meters)      32.    (feet)  COMP
 BJ4108  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 BJ4108
 BJ4108  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4108 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4108 ** and geoid heights are valid at the date of observation. These heights
 BJ4108 ** must always be validated when used as control.
 BJ4108 ** The orthometric height has not been validated since last determined
 BJ4108 ** by differential leveling and should not be used for control purposes.
 BJ4108 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4108 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4108 ** epoch indicated which incorporates improved geoid heights for the
 BJ4108 ** Southern Louisiana Subsidence area.
 BJ4108 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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  HISTORY     - 20061030 GOOD             AERODA
 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.
 BJ4108
 BJ4108                          STATION RECOVERY (2006)
 BJ4108
 BJ4108'RECOVERY NOTE BY AERO DATA CORPORATION 2006 (RJG)
 BJ4108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3421  **This station is located in a suspected subsidence area (see below).
 BJ3421  ___________________________________________________________________
 BJ3421  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ3421  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3421  DYNAMIC HT  -          36.9   (meters)     121.    (feet)  COMP
 BJ3421  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3421
 BJ3421  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3421 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3421 ** and geoid heights are valid at the date of observation. These heights
 BJ3421 ** must always be validated when used as control.
 BJ3421 ** The orthometric height has not been validated since last determined
 BJ3421 ** by differential leveling and should not be used for control purposes.
 BJ3421 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3421 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3421 ** epoch indicated which incorporates improved geoid heights for the
 BJ3421 ** Southern Louisiana Subsidence area.
 BJ3421 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3423  **This station is located in a suspected subsidence area (see below).
 BJ3423  ___________________________________________________________________
 BJ3423  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ3423  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3423  DYNAMIC HT  -          29.7   (meters)      97.    (feet)  COMP
 BJ3423  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3423
 BJ3423  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3423 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3423 ** and geoid heights are valid at the date of observation. These heights
 BJ3423 ** must always be validated when used as control.
 BJ3423 ** The orthometric height has not been validated since last determined
 BJ3423 ** by differential leveling and should not be used for control purposes.
 BJ3423 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3423 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3423 ** epoch indicated which incorporates improved geoid heights for the
 BJ3423 ** Southern Louisiana Subsidence area.
 BJ3423 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3424  **This station is located in a suspected subsidence area (see below).
 BJ3424  ___________________________________________________________________
 BJ3424  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ3424  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ3424  DYNAMIC HT  -          29.5   (meters)      97.    (feet)  COMP
 BJ3424  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3424
 BJ3424  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3424 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3424 ** and geoid heights are valid at the date of observation. These heights
 BJ3424 ** must always be validated when used as control.
 BJ3424 ** The orthometric height has not been validated since last determined
 BJ3424 ** by differential leveling and should not be used for control purposes.
 BJ3424 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3424 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3424 ** epoch indicated which incorporates improved geoid heights for the
 BJ3424 ** Southern Louisiana Subsidence area.
 BJ3424 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3425  **This station is located in a suspected subsidence area (see below).
 BJ3425  ___________________________________________________________________
 BJ3425  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ3425  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3425  DYNAMIC HT  -          28.2   (meters)      93.    (feet)  COMP
 BJ3425  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3425
 BJ3425  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3425 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3425 ** and geoid heights are valid at the date of observation. These heights
 BJ3425 ** must always be validated when used as control.
 BJ3425 ** The orthometric height has not been validated since last determined
 BJ3425 ** by differential leveling and should not be used for control purposes.
 BJ3425 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3425 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3425 ** epoch indicated which incorporates improved geoid heights for the
 BJ3425 ** Southern Louisiana Subsidence area.
 BJ3425 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3403  **This station is located in a suspected subsidence area (see below).
 BJ3403  ___________________________________________________________________
 BJ3403  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ3403  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3403  DYNAMIC HT  -          27.2   (meters)      89.    (feet)  COMP
 BJ3403  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 BJ3403
 BJ3403  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3403 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3403 ** and geoid heights are valid at the date of observation. These heights
 BJ3403 ** must always be validated when used as control.
 BJ3403 ** The orthometric height has not been validated since last determined
 BJ3403 ** by differential leveling and should not be used for control purposes.
 BJ3403 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3403 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3403 ** epoch indicated which incorporates improved geoid heights for the
 BJ3403 ** Southern Louisiana Subsidence area.
 BJ3403 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3404  **This station is located in a suspected subsidence area (see below).
 BJ3404  ___________________________________________________________________
 BJ3404  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ3404  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3404  DYNAMIC HT  -          25.8   (meters)      85.    (feet)  COMP
 BJ3404  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ3404
 BJ3404  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3404 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3404 ** and geoid heights are valid at the date of observation. These heights
 BJ3404 ** must always be validated when used as control.
 BJ3404 ** The orthometric height has not been validated since last determined
 BJ3404 ** by differential leveling and should not be used for control purposes.
 BJ3404 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3404 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3404 ** epoch indicated which incorporates improved geoid heights for the
 BJ3404 ** Southern Louisiana Subsidence area.
 BJ3404 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0473  **This station is located in a suspected subsidence area (see below).
 BJ0473  ___________________________________________________________________
 BJ0473  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0473  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0473  DYNAMIC HT  -          35.8   (meters)     117.    (feet)  COMP
 BJ0473  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0473
 BJ0473  HORZ ORDER  -  SECOND
 BJ0473  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0473 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0473 ** and geoid heights are valid at the date of observation. These heights
 BJ0473 ** must always be validated when used as control.
 BJ0473 ** The orthometric height has not been validated since last determined
 BJ0473 ** by differential leveling and should not be used for control purposes.
 BJ0473 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0473 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0473 ** epoch indicated which incorporates improved geoid heights for the
 BJ0473 ** Southern Louisiana Subsidence area.
 BJ0473 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0473.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0474  **This station is located in a suspected subsidence area (see below).
 BJ0474  ___________________________________________________________________
 BJ0474  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0474  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0474  DYNAMIC HT  -          35.2   (meters)     115.    (feet)  COMP
 BJ0474  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0474
 BJ0474  HORZ ORDER  -  SECOND
 BJ0474  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0474 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0474 ** and geoid heights are valid at the date of observation. These heights
 BJ0474 ** must always be validated when used as control.
 BJ0474 ** The orthometric height has not been validated since last determined
 BJ0474 ** by differential leveling and should not be used for control purposes.
 BJ0474 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0474 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0474 ** epoch indicated which incorporates improved geoid heights for the
 BJ0474 ** Southern Louisiana Subsidence area.
 BJ0474 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0474.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0477  **This station is located in a suspected subsidence area (see below).
 BJ0477  ___________________________________________________________________
 BJ0477  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0477  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0477  DYNAMIC HT  -          30.4   (meters)     100.    (feet)  COMP
 BJ0477  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0477
 BJ0477  HORZ ORDER  -  SECOND
 BJ0477  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0477 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0477 ** and geoid heights are valid at the date of observation. These heights
 BJ0477 ** must always be validated when used as control.
 BJ0477 ** The orthometric height has not been validated since last determined
 BJ0477 ** by differential leveling and should not be used for control purposes.
 BJ0477 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0477 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0477 ** epoch indicated which incorporates improved geoid heights for the
 BJ0477 ** Southern Louisiana Subsidence area.
 BJ0477 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0477.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0478  **This station is located in a suspected subsidence area (see below).
 BJ0478  ___________________________________________________________________
 BJ0478  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0478  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0478  DYNAMIC HT  -          30.8   (meters)     101.    (feet)  COMP
 BJ0478  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0478
 BJ0478  HORZ ORDER  -  SECOND
 BJ0478  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0478 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0478 ** and geoid heights are valid at the date of observation. These heights
 BJ0478 ** must always be validated when used as control.
 BJ0478 ** The orthometric height has not been validated since last determined
 BJ0478 ** by differential leveling and should not be used for control purposes.
 BJ0478 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0478 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0478 ** epoch indicated which incorporates improved geoid heights for the
 BJ0478 ** Southern Louisiana Subsidence area.
 BJ0478 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0478.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0480  **This station is located in a suspected subsidence area (see below).
 BJ0480  ___________________________________________________________________
 BJ0480  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0480  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0480  DYNAMIC HT  -          31.1   (meters)     102.    (feet)  COMP
 BJ0480  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0480
 BJ0480  HORZ ORDER  -  SECOND
 BJ0480  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0480 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0480 ** and geoid heights are valid at the date of observation. These heights
 BJ0480 ** must always be validated when used as control.
 BJ0480 ** The orthometric height has not been validated since last determined
 BJ0480 ** by differential leveling and should not be used for control purposes.
 BJ0480 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0480 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0480 ** epoch indicated which incorporates improved geoid heights for the
 BJ0480 ** Southern Louisiana Subsidence area.
 BJ0480 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0480.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0482  **This station is located in a suspected subsidence area (see below).
 BJ0482  ___________________________________________________________________
 BJ0482  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ0482  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0482  DYNAMIC HT  -          31.2   (meters)     102.    (feet)  COMP
 BJ0482  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0482
 BJ0482  HORZ ORDER  -  SECOND
 BJ0482  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0482 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0482 ** and geoid heights are valid at the date of observation. These heights
 BJ0482 ** must always be validated when used as control.
 BJ0482 ** The orthometric height has not been validated since last determined
 BJ0482 ** by differential leveling and should not be used for control purposes.
 BJ0482 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0482 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0482 ** epoch indicated which incorporates improved geoid heights for the
 BJ0482 ** Southern Louisiana Subsidence area.
 BJ0482 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0482.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20080726 GOOD             GEOCAC
 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.
 CQ0956
 CQ0956                          STATION RECOVERY (2008)
 CQ0956
 CQ0956'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ1021 ***********************************************************************
 BJ1021  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 17 07.98348(N)    091 12 01.80646(W)     ADJUSTED  
 BJ1021* NAVD 88     -         8.16   (meters)      26.8    (feet)  GPS OBS(2006.81)
 BJ1021  **This station is located in a suspected subsidence area (see below).
 BJ1021  ___________________________________________________________________
 BJ1021  EPOCH DATE  -        2002.00
 BJ1021  X           -    -115,490.103 (meters)                     COMP
 BJ1021  Y           -  -5,511,134.727 (meters)                     COMP
 BJ1021  Z           -   3,197,738.416 (meters)                     COMP
 BJ1021  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ1021  ELLIP HEIGHT-         -18.934 (meters)          (03/12/08) ADJUSTED
 BJ1021  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1021  HORZ ORDER  -  A
 BJ1021  ELLP ORDER  -  THIRD     CLASS I
 BJ1021
 BJ1021.The horizontal coordinates were established by GPS observations
 BJ1021.and adjusted by the National Geodetic Survey in March 2008.
 BJ1021
 BJ1021.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1021.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1021.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1021.The epoch date for horizontal control is a decimal equivalence
 BJ1021.of Year/Month/Day.
 BJ1021
 BJ1021.The orthometric height was determined by GPS observations and a
 BJ1021.high-resolution geoid model.
 BJ1021 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1021 ** and geoid heights are valid at the date of observation. These heights
 BJ1021 ** must always be validated when used as control.
 BJ1021 ** The orthometric height was determined by GPS observations using
 BJ1021 ** precise GPS observation and processing techniques and a new
 BJ1021 ** realization of GEOID03. It supersedes any height that may have been
 BJ1021 ** previously determined for this station.
 BJ1021 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1021 ** epoch indicated which incorporates improved geoid heights for the
 BJ1021 ** Southern Louisiana Subsidence area.
 BJ1021 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1021
 BJ1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1021
 BJ1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1021
 BJ1021.The ellipsoidal height was determined by GPS observations
 BJ1021.and is referenced to NAD 83.
 BJ1021
 BJ1021.The geoid height was determined by GEOID03.
 BJ1021
 BJ1021;                    North         East     Units Scale Factor Converg.
 BJ1021;SPC LA S     -   197,926.309 1,012,778.775   MT  0.99993804   +0 03 59.1
 BJ1021;SPC LA S     -   649,363.23  3,322,758.36   sFT  0.99993804   +0 03 59.1
 BJ1021;UTM  15      - 3,351,798.328   673,072.486   MT  0.99996955   +0 54 27.8
 BJ1021
 BJ1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1021!SPC LA S     -   1.00000297  x   0.99993804  =   0.99994101
 BJ1021!UTM  15      -   1.00000297  x   0.99996955  =   0.99997252
 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: 15RXP7307251798(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_PROJECTION: PROJECTING 5 CENTIMETERS
 BJ1021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1021+STABILITY: SURFACE MOTION
 BJ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1021+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 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  HISTORY     - 20060518 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.
 BJ1021
 BJ1021                          STATION RECOVERY (2006)
 BJ1021
 BJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1021'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3208 ***********************************************************************
 DH3208  HT_MOD      -  This is a 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(2007)-  29 34 00.04442(N)    089 47 37.54393(W)     ADJUSTED  
 DH3208* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3208  **This station is located in a suspected subsidence area (see below).
 DH3208  ___________________________________________________________________
 DH3208  EPOCH DATE  -        2002.00
 DH3208  X           -      19,984.892 (meters)                     COMP
 DH3208  Y           -  -5,552,062.033 (meters)                     COMP
 DH3208  Z           -   3,128,675.396 (meters)                     COMP
 DH3208  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH3208  ELLIP HEIGHT-         -20.314 (meters)          (02/10/07) ADJUSTED
 DH3208  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 DH3208
 DH3208  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3208  Type    PID    Designation                      North   East  Ellip
 DH3208  -------------------------------------------------------------------
 DH3208  NETWORK DH3208 1783+72.17=LMS293                 0.96   0.84   1.59
 DH3208  -------------------------------------------------------------------
 DH3208
 DH3208.The horizontal coordinates were established by GPS observations
 DH3208.and adjusted by the National Geodetic Survey in February 2007.
 DH3208
 DH3208.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3208.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3208.The horizontal coordinates are valid at the epoch date displayed above.
 DH3208.The epoch date for horizontal control is a decimal equivalence
 DH3208.of Year/Month/Day.
 DH3208
 DH3208.The orthometric height was determined by GPS observations and a
 DH3208.high-resolution geoid model.
 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 has not been validated since last determined
 DH3208 ** by differential leveling and should not be used for control purposes.
 DH3208 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   119,238.569 1,149,177.286   MT  0.99995427   +0 46 11.3
 DH3208;SPC LA S     -   391,201.87  3,770,259.15   sFT  0.99995427   +0 46 11.3
 DH3208;UTM  16      - 3,274,029.271   229,329.768   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  NAD 83(1992)-  29 34 00.04453(N)    089 47 37.54395(W) AD(       ) B
 DH3208  ELLIP H (05/09/05)  -20.310  (m)                       GP(       ) 4 2
 DH3208
 DH3208.Superseded values are not recommended for survey control.
 DH3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3208.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5015  **This station is located in a suspected subsidence area (see below).
 BJ5015  ___________________________________________________________________
 BJ5015  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ5015  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5015 ** and geoid heights are valid at the date of observation. These heights
 BJ5015 ** must always be validated when used as control.
 BJ5015 ** The orthometric height has not been validated since last determined
 BJ5015 ** by differential leveling and should not be used for control purposes.
 BJ5015 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5015 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5015 ** epoch indicated which incorporates improved geoid heights for the
 BJ5015 ** Southern Louisiana Subsidence area.
 BJ5015 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5014  **This station is located in a suspected subsidence area (see below).
 BJ5014  ___________________________________________________________________
 BJ5014  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ5014  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5014 ** and geoid heights are valid at the date of observation. These heights
 BJ5014 ** must always be validated when used as control.
 BJ5014 ** The orthometric height has not been validated since last determined
 BJ5014 ** by differential leveling and should not be used for control purposes.
 BJ5014 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5014 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5014 ** epoch indicated which incorporates improved geoid heights for the
 BJ5014 ** Southern Louisiana Subsidence area.
 BJ5014 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5016  **This station is located in a suspected subsidence area (see below).
 BJ5016  ___________________________________________________________________
 BJ5016  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ5016  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5016 ** and geoid heights are valid at the date of observation. These heights
 BJ5016 ** must always be validated when used as control.
 BJ5016 ** The orthometric height has not been validated since last determined
 BJ5016 ** by differential leveling and should not be used for control purposes.
 BJ5016 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5016 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5016 ** epoch indicated which incorporates improved geoid heights for the
 BJ5016 ** Southern Louisiana Subsidence area.
 BJ5016 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5017  **This station is located in a suspected subsidence area (see below).
 BJ5017  ___________________________________________________________________
 BJ5017  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5017  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5017 ** and geoid heights are valid at the date of observation. These heights
 BJ5017 ** must always be validated when used as control.
 BJ5017 ** The orthometric height has not been validated since last determined
 BJ5017 ** by differential leveling and should not be used for control purposes.
 BJ5017 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5017 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5017 ** epoch indicated which incorporates improved geoid heights for the
 BJ5017 ** Southern Louisiana Subsidence area.
 BJ5017 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5057  **This station is located in a suspected subsidence area (see below).
 BJ5057  ___________________________________________________________________
 BJ5057  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5057  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5057 ** and geoid heights are valid at the date of observation. These heights
 BJ5057 ** must always be validated when used as control.
 BJ5057 ** The orthometric height has not been validated since last determined
 BJ5057 ** by differential leveling and should not be used for control purposes.
 BJ5057 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5057 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5057 ** epoch indicated which incorporates improved geoid heights for the
 BJ5057 ** Southern Louisiana Subsidence area.
 BJ5057 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5058  **This station is located in a suspected subsidence area (see below).
 BJ5058  ___________________________________________________________________
 BJ5058  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5058  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5058 ** and geoid heights are valid at the date of observation. These heights
 BJ5058 ** must always be validated when used as control.
 BJ5058 ** The orthometric height has not been validated since last determined
 BJ5058 ** by differential leveling and should not be used for control purposes.
 BJ5058 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5058 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5058 ** epoch indicated which incorporates improved geoid heights for the
 BJ5058 ** Southern Louisiana Subsidence area.
 BJ5058 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5059  **This station is located in a suspected subsidence area (see below).
 BJ5059  ___________________________________________________________________
 BJ5059  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5059  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5059 ** and geoid heights are valid at the date of observation. These heights
 BJ5059 ** must always be validated when used as control.
 BJ5059 ** The orthometric height has not been validated since last determined
 BJ5059 ** by differential leveling and should not be used for control purposes.
 BJ5059 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5059 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5059 ** epoch indicated which incorporates improved geoid heights for the
 BJ5059 ** Southern Louisiana Subsidence area.
 BJ5059 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5056  **This station is located in a suspected subsidence area (see below).
 BJ5056  ___________________________________________________________________
 BJ5056  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5056  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5056 ** and geoid heights are valid at the date of observation. These heights
 BJ5056 ** must always be validated when used as control.
 BJ5056 ** The orthometric height has not been validated since last determined
 BJ5056 ** by differential leveling and should not be used for control purposes.
 BJ5056 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5056 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5056 ** epoch indicated which incorporates improved geoid heights for the
 BJ5056 ** Southern Louisiana Subsidence area.
 BJ5056 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5061  **This station is located in a suspected subsidence area (see below).
 BJ5061  ___________________________________________________________________
 BJ5061  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5061  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5061 ** and geoid heights are valid at the date of observation. These heights
 BJ5061 ** must always be validated when used as control.
 BJ5061 ** The orthometric height has not been validated since last determined
 BJ5061 ** by differential leveling and should not be used for control purposes.
 BJ5061 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5061 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5061 ** epoch indicated which incorporates improved geoid heights for the
 BJ5061 ** Southern Louisiana Subsidence area.
 BJ5061 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5076  **This station is located in a suspected subsidence area (see below).
 BJ5076  ___________________________________________________________________
 BJ5076  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5076  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5076 ** and geoid heights are valid at the date of observation. These heights
 BJ5076 ** must always be validated when used as control.
 BJ5076 ** The orthometric height has not been validated since last determined
 BJ5076 ** by differential leveling and should not be used for control purposes.
 BJ5076 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5076 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5076 ** epoch indicated which incorporates improved geoid heights for the
 BJ5076 ** Southern Louisiana Subsidence area.
 BJ5076 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5060  **This station is located in a suspected subsidence area (see below).
 BJ5060  ___________________________________________________________________
 BJ5060  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ5060  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5060 ** and geoid heights are valid at the date of observation. These heights
 BJ5060 ** must always be validated when used as control.
 BJ5060 ** The orthometric height has not been validated since last determined
 BJ5060 ** by differential leveling and should not be used for control purposes.
 BJ5060 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5060 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5060 ** epoch indicated which incorporates improved geoid heights for the
 BJ5060 ** Southern Louisiana Subsidence area.
 BJ5060 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4948  **This station is located in a suspected subsidence area (see below).
 BJ4948  ___________________________________________________________________
 BJ4948  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4948  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4948 ** and geoid heights are valid at the date of observation. These heights
 BJ4948 ** must always be validated when used as control.
 BJ4948 ** The orthometric height has not been validated since last determined
 BJ4948 ** by differential leveling and should not be used for control purposes.
 BJ4948 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4948 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4948 ** epoch indicated which incorporates improved geoid heights for the
 BJ4948 ** Southern Louisiana Subsidence area.
 BJ4948 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4950  **This station is located in a suspected subsidence area (see below).
 BJ4950  ___________________________________________________________________
 BJ4950  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4950  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4950 ** and geoid heights are valid at the date of observation. These heights
 BJ4950 ** must always be validated when used as control.
 BJ4950 ** The orthometric height has not been validated since last determined
 BJ4950 ** by differential leveling and should not be used for control purposes.
 BJ4950 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4950 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4950 ** epoch indicated which incorporates improved geoid heights for the
 BJ4950 ** Southern Louisiana Subsidence area.
 BJ4950 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5339  **This station is located in a suspected subsidence area (see below).
 BJ5339  ___________________________________________________________________
 BJ5339  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5339  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5339 ** and geoid heights are valid at the date of observation. These heights
 BJ5339 ** must always be validated when used as control.
 BJ5339 ** The orthometric height has not been validated since last determined
 BJ5339 ** by differential leveling and should not be used for control purposes.
 BJ5339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5339 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5339 ** epoch indicated which incorporates improved geoid heights for the
 BJ5339 ** Southern Louisiana Subsidence area.
 BJ5339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4957  **This station is located in a suspected subsidence area (see below).
 BJ4957  ___________________________________________________________________
 BJ4957  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ4957  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4957 ** and geoid heights are valid at the date of observation. These heights
 BJ4957 ** must always be validated when used as control.
 BJ4957 ** The orthometric height has not been validated since last determined
 BJ4957 ** by differential leveling and should not be used for control purposes.
 BJ4957 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4957 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4957 ** epoch indicated which incorporates improved geoid heights for the
 BJ4957 ** Southern Louisiana Subsidence area.
 BJ4957 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4958  **This station is located in a suspected subsidence area (see below).
 BJ4958  ___________________________________________________________________
 BJ4958  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4958  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4958 ** and geoid heights are valid at the date of observation. These heights
 BJ4958 ** must always be validated when used as control.
 BJ4958 ** The orthometric height has not been validated since last determined
 BJ4958 ** by differential leveling and should not be used for control purposes.
 BJ4958 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4958 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4958 ** epoch indicated which incorporates improved geoid heights for the
 BJ4958 ** Southern Louisiana Subsidence area.
 BJ4958 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4971  **This station is located in a suspected subsidence area (see below).
 BJ4971  ___________________________________________________________________
 BJ4971  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4971  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4971 ** and geoid heights are valid at the date of observation. These heights
 BJ4971 ** must always be validated when used as control.
 BJ4971 ** The orthometric height has not been validated since last determined
 BJ4971 ** by differential leveling and should not be used for control purposes.
 BJ4971 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4971 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4971 ** epoch indicated which incorporates improved geoid heights for the
 BJ4971 ** Southern Louisiana Subsidence area.
 BJ4971 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4963  **This station is located in a suspected subsidence area (see below).
 BJ4963  ___________________________________________________________________
 BJ4963  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4963  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4963 ** and geoid heights are valid at the date of observation. These heights
 BJ4963 ** must always be validated when used as control.
 BJ4963 ** The orthometric height has not been validated since last determined
 BJ4963 ** by differential leveling and should not be used for control purposes.
 BJ4963 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4963 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4963 ** epoch indicated which incorporates improved geoid heights for the
 BJ4963 ** Southern Louisiana Subsidence area.
 BJ4963 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4814  **This station is located in a suspected subsidence area (see below).
 BJ4814  ___________________________________________________________________
 BJ4814  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4814  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4814 ** and geoid heights are valid at the date of observation. These heights
 BJ4814 ** must always be validated when used as control.
 BJ4814 ** The orthometric height has not been validated since last determined
 BJ4814 ** by differential leveling and should not be used for control purposes.
 BJ4814 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4814 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4814 ** epoch indicated which incorporates improved geoid heights for the
 BJ4814 ** Southern Louisiana Subsidence area.
 BJ4814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4815  **This station is located in a suspected subsidence area (see below).
 BJ4815  ___________________________________________________________________
 BJ4815  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4815  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4815 ** and geoid heights are valid at the date of observation. These heights
 BJ4815 ** must always be validated when used as control.
 BJ4815 ** The orthometric height has not been validated since last determined
 BJ4815 ** by differential leveling and should not be used for control purposes.
 BJ4815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4815 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4815 ** epoch indicated which incorporates improved geoid heights for the
 BJ4815 ** Southern Louisiana Subsidence area.
 BJ4815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4816  **This station is located in a suspected subsidence area (see below).
 BJ4816  ___________________________________________________________________
 BJ4816  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4816  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4816 ** and geoid heights are valid at the date of observation. These heights
 BJ4816 ** must always be validated when used as control.
 BJ4816 ** The orthometric height has not been validated since last determined
 BJ4816 ** by differential leveling and should not be used for control purposes.
 BJ4816 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4816 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4816 ** epoch indicated which incorporates improved geoid heights for the
 BJ4816 ** Southern Louisiana Subsidence area.
 BJ4816 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4817  **This station is located in a suspected subsidence area (see below).
 BJ4817  ___________________________________________________________________
 BJ4817  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4817  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4817 ** and geoid heights are valid at the date of observation. These heights
 BJ4817 ** must always be validated when used as control.
 BJ4817 ** The orthometric height has not been validated since last determined
 BJ4817 ** by differential leveling and should not be used for control purposes.
 BJ4817 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4817 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4817 ** epoch indicated which incorporates improved geoid heights for the
 BJ4817 ** Southern Louisiana Subsidence area.
 BJ4817 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4818  **This station is located in a suspected subsidence area (see below).
 BJ4818  ___________________________________________________________________
 BJ4818  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4818  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4818 ** and geoid heights are valid at the date of observation. These heights
 BJ4818 ** must always be validated when used as control.
 BJ4818 ** The orthometric height has not been validated since last determined
 BJ4818 ** by differential leveling and should not be used for control purposes.
 BJ4818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4818 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4818 ** epoch indicated which incorporates improved geoid heights for the
 BJ4818 ** Southern Louisiana Subsidence area.
 BJ4818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4819  **This station is located in a suspected subsidence area (see below).
 BJ4819  ___________________________________________________________________
 BJ4819  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4819  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4819 ** and geoid heights are valid at the date of observation. These heights
 BJ4819 ** must always be validated when used as control.
 BJ4819 ** The orthometric height has not been validated since last determined
 BJ4819 ** by differential leveling and should not be used for control purposes.
 BJ4819 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4819 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4819 ** epoch indicated which incorporates improved geoid heights for the
 BJ4819 ** Southern Louisiana Subsidence area.
 BJ4819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4822  **This station is located in a suspected subsidence area (see below).
 BJ4822  ___________________________________________________________________
 BJ4822  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4822  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4822 ** and geoid heights are valid at the date of observation. These heights
 BJ4822 ** must always be validated when used as control.
 BJ4822 ** The orthometric height has not been validated since last determined
 BJ4822 ** by differential leveling and should not be used for control purposes.
 BJ4822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4822 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4822 ** epoch indicated which incorporates improved geoid heights for the
 BJ4822 ** Southern Louisiana Subsidence area.
 BJ4822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4821  **This station is located in a suspected subsidence area (see below).
 BJ4821  ___________________________________________________________________
 BJ4821  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4821  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4821 ** and geoid heights are valid at the date of observation. These heights
 BJ4821 ** must always be validated when used as control.
 BJ4821 ** The orthometric height has not been validated since last determined
 BJ4821 ** by differential leveling and should not be used for control purposes.
 BJ4821 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4821 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4821 ** epoch indicated which incorporates improved geoid heights for the
 BJ4821 ** Southern Louisiana Subsidence area.
 BJ4821 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4820  **This station is located in a suspected subsidence area (see below).
 BJ4820  ___________________________________________________________________
 BJ4820  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4820  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4820 ** and geoid heights are valid at the date of observation. These heights
 BJ4820 ** must always be validated when used as control.
 BJ4820 ** The orthometric height has not been validated since last determined
 BJ4820 ** by differential leveling and should not be used for control purposes.
 BJ4820 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4820 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4820 ** epoch indicated which incorporates improved geoid heights for the
 BJ4820 ** Southern Louisiana Subsidence area.
 BJ4820 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4778  **This station is located in a suspected subsidence area (see below).
 BJ4778  ___________________________________________________________________
 BJ4778  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ4778  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4778 ** and geoid heights are valid at the date of observation. These heights
 BJ4778 ** must always be validated when used as control.
 BJ4778 ** The orthometric height has not been validated since last determined
 BJ4778 ** by differential leveling and should not be used for control purposes.
 BJ4778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4778 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4778 ** epoch indicated which incorporates improved geoid heights for the
 BJ4778 ** Southern Louisiana Subsidence area.
 BJ4778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4776  **This station is located in a suspected subsidence area (see below).
 BJ4776  ___________________________________________________________________
 BJ4776  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BJ4776  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4776 ** and geoid heights are valid at the date of observation. These heights
 BJ4776 ** must always be validated when used as control.
 BJ4776 ** The orthometric height has not been validated since last determined
 BJ4776 ** by differential leveling and should not be used for control purposes.
 BJ4776 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4776 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4776 ** epoch indicated which incorporates improved geoid heights for the
 BJ4776 ** Southern Louisiana Subsidence area.
 BJ4776 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4844  **This station is located in a suspected subsidence area (see below).
 BJ4844  ___________________________________________________________________
 BJ4844  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4844  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4844 ** and geoid heights are valid at the date of observation. These heights
 BJ4844 ** must always be validated when used as control.
 BJ4844 ** The orthometric height has not been validated since last determined
 BJ4844 ** by differential leveling and should not be used for control purposes.
 BJ4844 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4844 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4844 ** epoch indicated which incorporates improved geoid heights for the
 BJ4844 ** Southern Louisiana Subsidence area.
 BJ4844 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4846  **This station is located in a suspected subsidence area (see below).
 BJ4846  ___________________________________________________________________
 BJ4846  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4846  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4846 ** and geoid heights are valid at the date of observation. These heights
 BJ4846 ** must always be validated when used as control.
 BJ4846 ** The orthometric height has not been validated since last determined
 BJ4846 ** by differential leveling and should not be used for control purposes.
 BJ4846 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4846 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4846 ** epoch indicated which incorporates improved geoid heights for the
 BJ4846 ** Southern Louisiana Subsidence area.
 BJ4846 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4847  **This station is located in a suspected subsidence area (see below).
 BJ4847  ___________________________________________________________________
 BJ4847  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4847  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4847 ** and geoid heights are valid at the date of observation. These heights
 BJ4847 ** must always be validated when used as control.
 BJ4847 ** The orthometric height has not been validated since last determined
 BJ4847 ** by differential leveling and should not be used for control purposes.
 BJ4847 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4847 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4847 ** epoch indicated which incorporates improved geoid heights for the
 BJ4847 ** Southern Louisiana Subsidence area.
 BJ4847 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4777  **This station is located in a suspected subsidence area (see below).
 BJ4777  ___________________________________________________________________
 BJ4777  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4777  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4777 ** and geoid heights are valid at the date of observation. These heights
 BJ4777 ** must always be validated when used as control.
 BJ4777 ** The orthometric height has not been validated since last determined
 BJ4777 ** by differential leveling and should not be used for control purposes.
 BJ4777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4777 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4777 ** epoch indicated which incorporates improved geoid heights for the
 BJ4777 ** Southern Louisiana Subsidence area.
 BJ4777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4845  **This station is located in a suspected subsidence area (see below).
 BJ4845  ___________________________________________________________________
 BJ4845  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4845  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4845 ** and geoid heights are valid at the date of observation. These heights
 BJ4845 ** must always be validated when used as control.
 BJ4845 ** The orthometric height has not been validated since last determined
 BJ4845 ** by differential leveling and should not be used for control purposes.
 BJ4845 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4845 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4845 ** epoch indicated which incorporates improved geoid heights for the
 BJ4845 ** Southern Louisiana Subsidence area.
 BJ4845 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4823  **This station is located in a suspected subsidence area (see below).
 BJ4823  ___________________________________________________________________
 BJ4823  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BJ4823  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4823 ** and geoid heights are valid at the date of observation. These heights
 BJ4823 ** must always be validated when used as control.
 BJ4823 ** The orthometric height has not been validated since last determined
 BJ4823 ** by differential leveling and should not be used for control purposes.
 BJ4823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4823 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4823 ** epoch indicated which incorporates improved geoid heights for the
 BJ4823 ** Southern Louisiana Subsidence area.
 BJ4823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4967  **This station is located in a suspected subsidence area (see below).
 BJ4967  ___________________________________________________________________
 BJ4967  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4967  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4967 ** and geoid heights are valid at the date of observation. These heights
 BJ4967 ** must always be validated when used as control.
 BJ4967 ** The orthometric height has not been validated since last determined
 BJ4967 ** by differential leveling and should not be used for control purposes.
 BJ4967 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4967 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4967 ** epoch indicated which incorporates improved geoid heights for the
 BJ4967 ** Southern Louisiana Subsidence area.
 BJ4967 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4779  **This station is located in a suspected subsidence area (see below).
 BJ4779  ___________________________________________________________________
 BJ4779  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4779  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4779 ** and geoid heights are valid at the date of observation. These heights
 BJ4779 ** must always be validated when used as control.
 BJ4779 ** The orthometric height has not been validated since last determined
 BJ4779 ** by differential leveling and should not be used for control purposes.
 BJ4779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4779 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4779 ** epoch indicated which incorporates improved geoid heights for the
 BJ4779 ** Southern Louisiana Subsidence area.
 BJ4779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4781  **This station is located in a suspected subsidence area (see below).
 BJ4781  ___________________________________________________________________
 BJ4781  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4781  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4781 ** and geoid heights are valid at the date of observation. These heights
 BJ4781 ** must always be validated when used as control.
 BJ4781 ** The orthometric height has not been validated since last determined
 BJ4781 ** by differential leveling and should not be used for control purposes.
 BJ4781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4781 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4781 ** epoch indicated which incorporates improved geoid heights for the
 BJ4781 ** Southern Louisiana Subsidence area.
 BJ4781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4783  **This station is located in a suspected subsidence area (see below).
 BJ4783  ___________________________________________________________________
 BJ4783  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4783  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4783 ** and geoid heights are valid at the date of observation. These heights
 BJ4783 ** must always be validated when used as control.
 BJ4783 ** The orthometric height has not been validated since last determined
 BJ4783 ** by differential leveling and should not be used for control purposes.
 BJ4783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4783 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4783 ** epoch indicated which incorporates improved geoid heights for the
 BJ4783 ** Southern Louisiana Subsidence area.
 BJ4783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4785  **This station is located in a suspected subsidence area (see below).
 BJ4785  ___________________________________________________________________
 BJ4785  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4785  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4785 ** and geoid heights are valid at the date of observation. These heights
 BJ4785 ** must always be validated when used as control.
 BJ4785 ** The orthometric height has not been validated since last determined
 BJ4785 ** by differential leveling and should not be used for control purposes.
 BJ4785 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4785 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4785 ** epoch indicated which incorporates improved geoid heights for the
 BJ4785 ** Southern Louisiana Subsidence area.
 BJ4785 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4954  **This station is located in a suspected subsidence area (see below).
 BJ4954  ___________________________________________________________________
 BJ4954  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4954  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4954 ** and geoid heights are valid at the date of observation. These heights
 BJ4954 ** must always be validated when used as control.
 BJ4954 ** The orthometric height has not been validated since last determined
 BJ4954 ** by differential leveling and should not be used for control purposes.
 BJ4954 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4954 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4954 ** epoch indicated which incorporates improved geoid heights for the
 BJ4954 ** Southern Louisiana Subsidence area.
 BJ4954 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4946  **This station is located in a suspected subsidence area (see below).
 BJ4946  ___________________________________________________________________
 BJ4946  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4946  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4946 ** and geoid heights are valid at the date of observation. These heights
 BJ4946 ** must always be validated when used as control.
 BJ4946 ** The orthometric height has not been validated since last determined
 BJ4946 ** by differential leveling and should not be used for control purposes.
 BJ4946 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4946 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4946 ** epoch indicated which incorporates improved geoid heights for the
 BJ4946 ** Southern Louisiana Subsidence area.
 BJ4946 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4945  **This station is located in a suspected subsidence area (see below).
 BJ4945  ___________________________________________________________________
 BJ4945  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ4945  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4945 ** and geoid heights are valid at the date of observation. These heights
 BJ4945 ** must always be validated when used as control.
 BJ4945 ** The orthometric height has not been validated since last determined
 BJ4945 ** by differential leveling and should not be used for control purposes.
 BJ4945 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4945 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4945 ** epoch indicated which incorporates improved geoid heights for the
 BJ4945 ** Southern Louisiana Subsidence area.
 BJ4945 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4943  **This station is located in a suspected subsidence area (see below).
 BJ4943  ___________________________________________________________________
 BJ4943  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4943  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4943 ** and geoid heights are valid at the date of observation. These heights
 BJ4943 ** must always be validated when used as control.
 BJ4943 ** The orthometric height has not been validated since last determined
 BJ4943 ** by differential leveling and should not be used for control purposes.
 BJ4943 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4943 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4943 ** epoch indicated which incorporates improved geoid heights for the
 BJ4943 ** Southern Louisiana Subsidence area.
 BJ4943 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4941  **This station is located in a suspected subsidence area (see below).
 BJ4941  ___________________________________________________________________
 BJ4941  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4941  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4941 ** and geoid heights are valid at the date of observation. These heights
 BJ4941 ** must always be validated when used as control.
 BJ4941 ** The orthometric height has not been validated since last determined
 BJ4941 ** by differential leveling and should not be used for control purposes.
 BJ4941 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4941 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4941 ** epoch indicated which incorporates improved geoid heights for the
 BJ4941 ** Southern Louisiana Subsidence area.
 BJ4941 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4956  **This station is located in a suspected subsidence area (see below).
 BJ4956  ___________________________________________________________________
 BJ4956  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4956  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4956 ** and geoid heights are valid at the date of observation. These heights
 BJ4956 ** must always be validated when used as control.
 BJ4956 ** The orthometric height has not been validated since last determined
 BJ4956 ** by differential leveling and should not be used for control purposes.
 BJ4956 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4956 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4956 ** epoch indicated which incorporates improved geoid heights for the
 BJ4956 ** Southern Louisiana Subsidence area.
 BJ4956 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4960  **This station is located in a suspected subsidence area (see below).
 BJ4960  ___________________________________________________________________
 BJ4960  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ4960  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4960 ** and geoid heights are valid at the date of observation. These heights
 BJ4960 ** must always be validated when used as control.
 BJ4960 ** The orthometric height has not been validated since last determined
 BJ4960 ** by differential leveling and should not be used for control purposes.
 BJ4960 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4960 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4960 ** epoch indicated which incorporates improved geoid heights for the
 BJ4960 ** Southern Louisiana Subsidence area.
 BJ4960 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4961  **This station is located in a suspected subsidence area (see below).
 BJ4961  ___________________________________________________________________
 BJ4961  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ4961  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4961 ** and geoid heights are valid at the date of observation. These heights
 BJ4961 ** must always be validated when used as control.
 BJ4961 ** The orthometric height has not been validated since last determined
 BJ4961 ** by differential leveling and should not be used for control purposes.
 BJ4961 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4961 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4961 ** epoch indicated which incorporates improved geoid heights for the
 BJ4961 ** Southern Louisiana Subsidence area.
 BJ4961 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4965  **This station is located in a suspected subsidence area (see below).
 BJ4965  ___________________________________________________________________
 BJ4965  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4965  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4965 ** and geoid heights are valid at the date of observation. These heights
 BJ4965 ** must always be validated when used as control.
 BJ4965 ** The orthometric height has not been validated since last determined
 BJ4965 ** by differential leveling and should not be used for control purposes.
 BJ4965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4965 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4965 ** epoch indicated which incorporates improved geoid heights for the
 BJ4965 ** Southern Louisiana Subsidence area.
 BJ4965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4964  **This station is located in a suspected subsidence area (see below).
 BJ4964  ___________________________________________________________________
 BJ4964  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ4964  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4964 ** and geoid heights are valid at the date of observation. These heights
 BJ4964 ** must always be validated when used as control.
 BJ4964 ** The orthometric height has not been validated since last determined
 BJ4964 ** by differential leveling and should not be used for control purposes.
 BJ4964 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4964 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4964 ** epoch indicated which incorporates improved geoid heights for the
 BJ4964 ** Southern Louisiana Subsidence area.
 BJ4964 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4962  **This station is located in a suspected subsidence area (see below).
 BJ4962  ___________________________________________________________________
 BJ4962  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4962  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4962 ** and geoid heights are valid at the date of observation. These heights
 BJ4962 ** must always be validated when used as control.
 BJ4962 ** The orthometric height has not been validated since last determined
 BJ4962 ** by differential leveling and should not be used for control purposes.
 BJ4962 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4962 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4962 ** epoch indicated which incorporates improved geoid heights for the
 BJ4962 ** Southern Louisiana Subsidence area.
 BJ4962 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4955  **This station is located in a suspected subsidence area (see below).
 BJ4955  ___________________________________________________________________
 BJ4955  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4955  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4955 ** and geoid heights are valid at the date of observation. These heights
 BJ4955 ** must always be validated when used as control.
 BJ4955 ** The orthometric height has not been validated since last determined
 BJ4955 ** by differential leveling and should not be used for control purposes.
 BJ4955 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4955 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4955 ** epoch indicated which incorporates improved geoid heights for the
 BJ4955 ** Southern Louisiana Subsidence area.
 BJ4955 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4952  **This station is located in a suspected subsidence area (see below).
 BJ4952  ___________________________________________________________________
 BJ4952  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4952  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4952 ** and geoid heights are valid at the date of observation. These heights
 BJ4952 ** must always be validated when used as control.
 BJ4952 ** The orthometric height has not been validated since last determined
 BJ4952 ** by differential leveling and should not be used for control purposes.
 BJ4952 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4952 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4952 ** epoch indicated which incorporates improved geoid heights for the
 BJ4952 ** Southern Louisiana Subsidence area.
 BJ4952 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5004  **This station is located in a suspected subsidence area (see below).
 BJ5004  ___________________________________________________________________
 BJ5004  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5004  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5004 ** and geoid heights are valid at the date of observation. These heights
 BJ5004 ** must always be validated when used as control.
 BJ5004 ** The orthometric height has not been validated since last determined
 BJ5004 ** by differential leveling and should not be used for control purposes.
 BJ5004 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5004 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5004 ** epoch indicated which incorporates improved geoid heights for the
 BJ5004 ** Southern Louisiana Subsidence area.
 BJ5004 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5003  **This station is located in a suspected subsidence area (see below).
 BJ5003  ___________________________________________________________________
 BJ5003  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ5003  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5003 ** and geoid heights are valid at the date of observation. These heights
 BJ5003 ** must always be validated when used as control.
 BJ5003 ** The orthometric height has not been validated since last determined
 BJ5003 ** by differential leveling and should not be used for control purposes.
 BJ5003 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5003 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5003 ** epoch indicated which incorporates improved geoid heights for the
 BJ5003 ** Southern Louisiana Subsidence area.
 BJ5003 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5002  **This station is located in a suspected subsidence area (see below).
 BJ5002  ___________________________________________________________________
 BJ5002  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ5002  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5002 ** and geoid heights are valid at the date of observation. These heights
 BJ5002 ** must always be validated when used as control.
 BJ5002 ** The orthometric height has not been validated since last determined
 BJ5002 ** by differential leveling and should not be used for control purposes.
 BJ5002 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5002 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5002 ** epoch indicated which incorporates improved geoid heights for the
 BJ5002 ** Southern Louisiana Subsidence area.
 BJ5002 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5001  **This station is located in a suspected subsidence area (see below).
 BJ5001  ___________________________________________________________________
 BJ5001  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ5001  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5001 ** and geoid heights are valid at the date of observation. These heights
 BJ5001 ** must always be validated when used as control.
 BJ5001 ** The orthometric height has not been validated since last determined
 BJ5001 ** by differential leveling and should not be used for control purposes.
 BJ5001 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5001 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5001 ** epoch indicated which incorporates improved geoid heights for the
 BJ5001 ** Southern Louisiana Subsidence area.
 BJ5001 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4999  **This station is located in a suspected subsidence area (see below).
 BJ4999  ___________________________________________________________________
 BJ4999  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4999  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4999 ** and geoid heights are valid at the date of observation. These heights
 BJ4999 ** must always be validated when used as control.
 BJ4999 ** The orthometric height has not been validated since last determined
 BJ4999 ** by differential leveling and should not be used for control purposes.
 BJ4999 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4999 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4999 ** epoch indicated which incorporates improved geoid heights for the
 BJ4999 ** Southern Louisiana Subsidence area.
 BJ4999 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4998  **This station is located in a suspected subsidence area (see below).
 BJ4998  ___________________________________________________________________
 BJ4998  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4998  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4998 ** and geoid heights are valid at the date of observation. These heights
 BJ4998 ** must always be validated when used as control.
 BJ4998 ** The orthometric height has not been validated since last determined
 BJ4998 ** by differential leveling and should not be used for control purposes.
 BJ4998 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4998 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4998 ** epoch indicated which incorporates improved geoid heights for the
 BJ4998 ** Southern Louisiana Subsidence area.
 BJ4998 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4992  **This station is located in a suspected subsidence area (see below).
 BJ4992  ___________________________________________________________________
 BJ4992  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4992  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4992 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4992 ** and geoid heights are valid at the date of observation. These heights
 BJ4992 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4523  **This station is located in a suspected subsidence area (see below).
 BJ4523  ___________________________________________________________________
 BJ4523  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4523  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4523 ** and geoid heights are valid at the date of observation. These heights
 BJ4523 ** must always be validated when used as control.
 BJ4523 ** The orthometric height has not been validated since last determined
 BJ4523 ** by differential leveling and should not be used for control purposes.
 BJ4523 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4523 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4523 ** epoch indicated which incorporates improved geoid heights for the
 BJ4523 ** Southern Louisiana Subsidence area.
 BJ4523 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4520  **This station is located in a suspected subsidence area (see below).
 BJ4520  ___________________________________________________________________
 BJ4520  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4520  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4520 ** and geoid heights are valid at the date of observation. These heights
 BJ4520 ** must always be validated when used as control.
 BJ4520 ** The orthometric height has not been validated since last determined
 BJ4520 ** by differential leveling and should not be used for control purposes.
 BJ4520 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4520 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4520 ** epoch indicated which incorporates improved geoid heights for the
 BJ4520 ** Southern Louisiana Subsidence area.
 BJ4520 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 54.4
 BJ4520:UTM  15      -  17Q006                                   314 54 16.9
 BJ4520
 BJ4520|---------------------------------------------------------------------|
 BJ4520| PID    Reference Object                     Distance      Geod. Az  |
 BJ4520|                                                           dddmmss.s |
 BJ4520| BJ4521 17Q006                              APPROX. 0.5 KM 3155522.1 |
 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    3  
 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 = MARCH 13, 2009
 BJ4521 ***********************************************************************
 BJ4521  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 20 10.78326(N)    090 59 17.81708(W)     ADJUSTED  
 BJ4521* NAVD 88     -         8.23   (meters)      27.0    (feet)  GPS OBS(2006.81)
 BJ4521  **This station is located in a suspected subsidence area (see below).
 BJ4521  ___________________________________________________________________
 BJ4521  EPOCH DATE  -        2002.00
 BJ4521  X           -     -95,027.530 (meters)                     COMP
 BJ4521  Y           -  -5,508,684.322 (meters)                     COMP
 BJ4521  Z           -   3,202,598.097 (meters)                     COMP
 BJ4521  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4521  ELLIP HEIGHT-         -18.741 (meters)          (03/12/08) ADJUSTED
 BJ4521  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ4521  HORZ ORDER  -  A
 BJ4521  ELLP ORDER  -  THIRD     CLASS I
 BJ4521
 BJ4521.The horizontal coordinates were established by GPS observations
 BJ4521.and adjusted by the National Geodetic Survey in March 2008.
 BJ4521
 BJ4521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ4521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ4521.The horizontal coordinates are valid at the epoch date displayed above.
 BJ4521.The epoch date for horizontal control is a decimal equivalence
 BJ4521.of Year/Month/Day.
 BJ4521
 BJ4521.The orthometric height was determined by GPS observations and a
 BJ4521.high-resolution geoid model.
 BJ4521 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4521 ** and geoid heights are valid at the date of observation. These heights
 BJ4521 ** must always be validated when used as control.
 BJ4521 ** The orthometric height was determined by GPS observations using
 BJ4521 ** precise GPS observation and processing techniques and a new
 BJ4521 ** realization of GEOID03. It supersedes any height that may have been
 BJ4521 ** previously determined for this station.
 BJ4521 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4521 ** epoch indicated which incorporates improved geoid heights for the
 BJ4521 ** Southern Louisiana Subsidence area.
 BJ4521 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4521
 BJ4521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4521
 BJ4521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4521
 BJ4521.The ellipsoidal height was determined by GPS observations
 BJ4521.and is referenced to NAD 83.
 BJ4521
 BJ4521.The geoid height was determined by GEOID03.
 BJ4521
 BJ4521;                    North         East     Units Scale Factor Converg.
 BJ4521;SPC LA S     -   203,597.620 1,033,177.885   MT  0.99994282   +0 10 21.1
 BJ4521;SPC LA S     -   667,969.86  3,389,684.44   sFT  0.99994282   +0 10 21.1
 BJ4521;UTM  15      - 3,357,769.435   693,387.504   MT  1.00006140   +1 00 59.0
 BJ4521
 BJ4521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4521!SPC LA S     -   1.00000294  x   0.99994282  =   0.99994576
 BJ4521!UTM  15      -   1.00000294  x   1.00006140  =   1.00006434
 BJ4521
 BJ4521:                Primary Azimuth Mark                     Grid Az
 BJ4521:SPC LA S     -  17Q005 LADH 1975                         135 44 54.3
 BJ4521:UTM  15      -  17Q005 LADH 1975                         134 54 16.4
 BJ4521
 BJ4521|---------------------------------------------------------------------|
 BJ4521| PID    Reference Object                     Distance      Geod. Az  |
 BJ4521|                                                           dddmmss.s |
 BJ4521| BJ4520 17Q005 LADH 1975                    APPROX. 0.5 KM 1355515.4 |
 BJ4521| BJ4522 17Q007 LADH 1975                    APPROX. 1.5 KM 3281705.9 |
 BJ4521|---------------------------------------------------------------------|
 BJ4521
 BJ4521                          SUPERSEDED SURVEY CONTROL
 BJ4521
 BJ4521  NAD 83(1992)-  30 20 10.78355(N)    090 59 17.81439(W) AD(       ) 2
 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    3  
 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_STAMPING: 17Q006 1975
 BJ4521_MARK LOGO: LADHGS
 BJ4521_PROJECTION: FLUSH
 BJ4521_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ4521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ4521+STABILITY: SURFACE MOTION
 BJ4521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4521+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 BJ4521
 BJ4521  HISTORY     - Date     Condition        Report By
 BJ4521  HISTORY     - 1975     MONUMENTED       LADTD
 BJ4521  HISTORY     - 20060525 GOOD             NGS
 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.
 BJ4521
 BJ4521                          STATION RECOVERY (2006)
 BJ4521
 BJ4521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ4521'RECOVERED IN GOOD CONDITION.  UPDATE - THE 1.75 FT (0.5 M) AND 2 FT
 BJ4521'(0.6 M) DIAMETER OAK TREES ARE GONE.  A NEW TO REACH FROM SOUTHEAST OF
 BJ4521'BATON ROUGE LA AND NORTHWEST OF PRAIRIEVILLE LA FROM LA-73 AND I-10
 BJ4521'WESTBOUND LANES (EXIT 173), GO 2.5 MI (4.0 KM) NORTH ALONG LA-73 TO
 BJ4521'THE JUNCTION OF US-61 (AIRLINE HIGHWAY), THENCE LEFT (NORTHWEST) ALONG
 BJ4521'US-61 TO A CROSSOVER NEAR BUFFY'S CARWASH XPRESS LUBE THEN U-TURN BACK
 BJ4521'(SOUTHEAST) ON US-61 TO THE MARK ON SOUTHWEST SIDE OF US-61 AND
 BJ4521'NORTHEAST OF A BUILDING FOR THE SUTHERN KUMFORT'S GENTLEMAN'S CLUB.
 BJ4521'MARK IS ADJACENT TO A METAL WITNESS POST.  MARK CAN ALSO BE REACHED BY
 BJ4521'GOING 1.5 MI (2.4 KM) NORTHEAST ALONG LA-42 (HIGHLAND ROAD) FROM THE
 BJ4521'I-10 WESTBOUND LANES (EXIT 166) TO THE JUNCTION OF US-61 (AIRLINE
 BJ4521'HIGHWAY), THENCE RIGHT (SOUTHEAST) ALONG US-61 FOR 2.1 MI (3.3 KM) TO
 BJ4521'MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4522  **This station is located in a suspected subsidence area (see below).
 BJ4522  ___________________________________________________________________
 BJ4522  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4522  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4522 ** and geoid heights are valid at the date of observation. These heights
 BJ4522 ** must always be validated when used as control.
 BJ4522 ** The orthometric height has not been validated since last determined
 BJ4522 ** by differential leveling and should not be used for control purposes.
 BJ4522 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4522 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4522 ** epoch indicated which incorporates improved geoid heights for the
 BJ4522 ** Southern Louisiana Subsidence area.
 BJ4522 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 50.5
 BJ4522:UTM  15      -  17Q008 LADH 1975                         322 39 11.5
 BJ4522
 BJ4522|---------------------------------------------------------------------|
 BJ4522| PID    Reference Object                     Distance      Geod. Az  |
 BJ4522|                                                           dddmmss.s |
 BJ4522| BJ4991 17Q008 LADH 1975                    APPROX. 1.4 KM 3233956.4 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4991  **This station is located in a suspected subsidence area (see below).
 BJ4991  ___________________________________________________________________
 BJ4991  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4991  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4991 ** and geoid heights are valid at the date of observation. These heights
 BJ4991 ** must always be validated when used as control.
 BJ4991 ** The orthometric height has not been validated since last determined
 BJ4991 ** by differential leveling and should not be used for control purposes.
 BJ4991 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4991 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4991 ** epoch indicated which incorporates improved geoid heights for the
 BJ4991 ** Southern Louisiana Subsidence area.
 BJ4991 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4997  **This station is located in a suspected subsidence area (see below).
 BJ4997  ___________________________________________________________________
 BJ4997  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ4997  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4997 ** and geoid heights are valid at the date of observation. These heights
 BJ4997 ** must always be validated when used as control.
 BJ4997 ** The orthometric height has not been validated since last determined
 BJ4997 ** by differential leveling and should not be used for control purposes.
 BJ4997 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4997 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4997 ** epoch indicated which incorporates improved geoid heights for the
 BJ4997 ** Southern Louisiana Subsidence area.
 BJ4997 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5000  **This station is located in a suspected subsidence area (see below).
 BJ5000  ___________________________________________________________________
 BJ5000  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ5000  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5000 ** and geoid heights are valid at the date of observation. These heights
 BJ5000 ** must always be validated when used as control.
 BJ5000 ** The orthometric height has not been validated since last determined
 BJ5000 ** by differential leveling and should not be used for control purposes.
 BJ5000 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5000 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5000 ** epoch indicated which incorporates improved geoid heights for the
 BJ5000 ** Southern Louisiana Subsidence area.
 BJ5000 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4942  **This station is located in a suspected subsidence area (see below).
 BJ4942  ___________________________________________________________________
 BJ4942  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4942  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4942 ** and geoid heights are valid at the date of observation. These heights
 BJ4942 ** must always be validated when used as control.
 BJ4942 ** The orthometric height has not been validated since last determined
 BJ4942 ** by differential leveling and should not be used for control purposes.
 BJ4942 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4942 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4942 ** epoch indicated which incorporates improved geoid heights for the
 BJ4942 ** Southern Louisiana Subsidence area.
 BJ4942 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4944  **This station is located in a suspected subsidence area (see below).
 BJ4944  ___________________________________________________________________
 BJ4944  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4944  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4944 ** and geoid heights are valid at the date of observation. These heights
 BJ4944 ** must always be validated when used as control.
 BJ4944 ** The orthometric height has not been validated since last determined
 BJ4944 ** by differential leveling and should not be used for control purposes.
 BJ4944 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4944 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4944 ** epoch indicated which incorporates improved geoid heights for the
 BJ4944 ** Southern Louisiana Subsidence area.
 BJ4944 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4730  **This station is located in a suspected subsidence area (see below).
 BJ4730  ___________________________________________________________________
 BJ4730  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4730  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4730 ** and geoid heights are valid at the date of observation. These heights
 BJ4730 ** must always be validated when used as control.
 BJ4730 ** The orthometric height has not been validated since last determined
 BJ4730 ** by differential leveling and should not be used for control purposes.
 BJ4730 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4730 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4730 ** epoch indicated which incorporates improved geoid heights for the
 BJ4730 ** Southern Louisiana Subsidence area.
 BJ4730 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4809  **This station is located in a suspected subsidence area (see below).
 BJ4809  ___________________________________________________________________
 BJ4809  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4809  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4809 ** and geoid heights are valid at the date of observation. These heights
 BJ4809 ** must always be validated when used as control.
 BJ4809 ** The orthometric height has not been validated since last determined
 BJ4809 ** by differential leveling and should not be used for control purposes.
 BJ4809 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4809 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4809 ** epoch indicated which incorporates improved geoid heights for the
 BJ4809 ** Southern Louisiana Subsidence area.
 BJ4809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4810  **This station is located in a suspected subsidence area (see below).
 BJ4810  ___________________________________________________________________
 BJ4810  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4810  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4810 ** and geoid heights are valid at the date of observation. These heights
 BJ4810 ** must always be validated when used as control.
 BJ4810 ** The orthometric height has not been validated since last determined
 BJ4810 ** by differential leveling and should not be used for control purposes.
 BJ4810 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4810 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4810 ** epoch indicated which incorporates improved geoid heights for the
 BJ4810 ** Southern Louisiana Subsidence area.
 BJ4810 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4811  **This station is located in a suspected subsidence area (see below).
 BJ4811  ___________________________________________________________________
 BJ4811  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ4811  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4811 ** and geoid heights are valid at the date of observation. These heights
 BJ4811 ** must always be validated when used as control.
 BJ4811 ** The orthometric height has not been validated since last determined
 BJ4811 ** by differential leveling and should not be used for control purposes.
 BJ4811 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4811 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4811 ** epoch indicated which incorporates improved geoid heights for the
 BJ4811 ** Southern Louisiana Subsidence area.
 BJ4811 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4813  **This station is located in a suspected subsidence area (see below).
 BJ4813  ___________________________________________________________________
 BJ4813  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4813  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4813 ** and geoid heights are valid at the date of observation. These heights
 BJ4813 ** must always be validated when used as control.
 BJ4813 ** The orthometric height has not been validated since last determined
 BJ4813 ** by differential leveling and should not be used for control purposes.
 BJ4813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4813 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4813 ** epoch indicated which incorporates improved geoid heights for the
 BJ4813 ** Southern Louisiana Subsidence area.
 BJ4813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -26.33  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 37 51.12237(N)    091 10 56.38752(W)     ADJUSTED  
 AA2893* NAVD 88     -        28.02   (meters)      91.9    (feet)  GPS OBS   
 AA2893  ___________________________________________________________________
 AA2893  EPOCH DATE  -        2002.00
 AA2893  X           -    -110,942.488 (meters)                     COMP
 AA2893  Y           -  -5,375,516.785 (meters)                     COMP
 AA2893  Z           -   3,419,555.116 (meters)                     COMP
 AA2893  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA2893  ELLIP HEIGHT-           1.714 (meters)          (02/10/07) ADJUSTED
 AA2893  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2893
 AA2893  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2893  Type    PID    Designation                      North   East  Ellip
 AA2893  -------------------------------------------------------------------
 AA2893  NETWORK AA2893 18 V 19                           0.96   0.82   1.61
 AA2893  -------------------------------------------------------------------
 AA2893
 AA2893.The horizontal coordinates were established by GPS observations
 AA2893.and adjusted by the National Geodetic Survey in February 2007.
 AA2893
 AA2893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2893.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2893.The horizontal coordinates are valid at the epoch date displayed above.
 AA2893.The epoch date for horizontal control is a decimal equivalence
 AA2893.of Year/Month/Day.
 AA2893
 AA2893.The orthometric height was determined by GPS observations and a
 AA2893.high-resolution geoid model.
 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     -   237,018.566 1,123,646.688   MT  0.99999203   +0 41 48.0
 AA2893;SPC LA N     -   777,618.41  3,686,497.51   sFT  0.99999203   +0 41 48.0
 AA2893;UTM  15      - 3,611,824.827   670,514.766   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  NAD 83(1992)-  32 37 51.12206(N)    091 10 56.38765(W) AD(       ) 1
 AA2893  ELLIP H (03/17/04)    1.711  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 40 42.70940(N)    091 10 57.92730(W)     ADJUSTED  
 AA2895* NAVD 88     -        30.348  (meters)      99.57   (feet)  ADJUSTED  
 AA2895  ___________________________________________________________________
 AA2895  EPOCH DATE  -        2002.00
 AA2895  X           -    -110,923.786 (meters)                     COMP
 AA2895  Y           -  -5,372,666.453 (meters)                     COMP
 AA2895  Z           -   3,424,006.643 (meters)                     COMP
 AA2895  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA2895  ELLIP HEIGHT-           4.030 (meters)          (02/10/07) ADJUSTED
 AA2895  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AA2895  DYNAMIC HT  -          30.314 (meters)      99.46  (feet)  COMP
 AA2895
 AA2895  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2895  Type    PID    Designation                      North   East  Ellip
 AA2895  -------------------------------------------------------------------
 AA2895  NETWORK AA2895 18 V 21                           1.16   1.02   2.12
 AA2895  -------------------------------------------------------------------
 AA2895  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 AA2895
 AA2895  VERT ORDER  -  SECOND    CLASS I
 AA2895
 AA2895.The horizontal coordinates were established by GPS observations
 AA2895.and adjusted by the National Geodetic Survey in February 2007.
 AA2895
 AA2895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2895.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2895.The horizontal coordinates are valid at the epoch date displayed above.
 AA2895.The epoch date for horizontal control is a decimal equivalence
 AA2895.of Year/Month/Day.
 AA2895
 AA2895.The orthometric height was determined by differential leveling
 AA2895.and adjusted 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     -   242,303.427 1,123,542.308   MT  1.00000273   +0 41 47.1
 AA2895;SPC LA N     -   794,957.16  3,686,155.06   sFT  1.00000273   +0 41 47.1
 AA2895;UTM  15      - 3,617,108.899   670,384.164   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 42.70889(N)    091 10 57.92715(W) AD(       ) 1
 AA2895  ELLIP H (08/03/04)    3.994  (m)                       GP(       ) 4 2
 AA2895  NAD 83(1992)-  32 40 42.70932(N)    091 10 57.92776(W) AD(       ) 1
 AA2895  ELLIP H (03/17/04)    4.039  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 45 12.23296(N)    091 10 45.90601(W)     ADJUSTED  
 AA2900* NAVD 88     -        29.609  (meters)      97.14   (feet)  ADJUSTED  
 AA2900  ___________________________________________________________________
 AA2900  EPOCH DATE  -        2002.00
 AA2900  X           -    -110,518.283 (meters)                     COMP
 AA2900  Y           -  -5,368,185.796 (meters)                     COMP
 AA2900  Z           -   3,430,991.877 (meters)                     COMP
 AA2900  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA2900  ELLIP HEIGHT-           3.295 (meters)          (02/10/07) ADJUSTED
 AA2900  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2900  DYNAMIC HT  -          29.576 (meters)      97.03  (feet)  COMP
 AA2900
 AA2900  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2900  Type    PID    Designation                      North   East  Ellip
 AA2900  -------------------------------------------------------------------
 AA2900  NETWORK AA2900 18 V 26                           0.92   0.82   1.47
 AA2900  -------------------------------------------------------------------
 AA2900  MODELED GRAV-     979,535.4   (mgal)                       NAVD 88
 AA2900
 AA2900  VERT ORDER  -  SECOND    CLASS I
 AA2900
 AA2900.The horizontal coordinates were established by GPS observations
 AA2900.and adjusted by the National Geodetic Survey in February 2007.
 AA2900
 AA2900.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2900.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2900.The horizontal coordinates are valid at the epoch date displayed above.
 AA2900.The epoch date for horizontal control is a decimal equivalence
 AA2900.of Year/Month/Day.
 AA2900
 AA2900.The orthometric height was determined by differential leveling
 AA2900.and adjusted 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     -   250,609.499 1,123,754.301   MT  1.00002093   +0 41 53.5
 AA2900;SPC LA N     -   822,208.00  3,686,850.57   sFT  1.00002093   +0 41 53.5
 AA2900;UTM  15      - 3,625,415.482   670,554.684   MT  0.99995869   +0 59 06.8
 AA2900
 AA2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2900!SPC LA N     -   0.99999948  x   1.00002093  =   1.00002041
 AA2900!UTM  15      -   0.99999948  x   0.99995869  =   0.99995817
 AA2900
 AA2900                          SUPERSEDED SURVEY CONTROL
 AA2900
 AA2900  NAD 83(1992)-  32 45 12.23255(N)    091 10 45.90593(W) AD(       ) 1
 AA2900  ELLIP H (08/03/04)    3.251  (m)                       GP(       ) 4 2
 AA2900  NAD 83(1992)-  32 45 12.23280(N)    091 10 45.90575(W) AD(       ) 1
 AA2900  ELLIP H (03/17/04)    3.296  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 54 27.65574(N)    091 13 35.40957(W)     ADJUSTED  
 AA2906* NAVD 88     -        32.001  (meters)     104.99   (feet)  ADJUSTED  
 AA2906  ___________________________________________________________________
 AA2906  EPOCH DATE  -        2002.00
 AA2906  X           -    -114,731.176 (meters)                     COMP
 AA2906  Y           -  -5,358,820.887 (meters)                     COMP
 AA2906  Z           -   3,445,370.652 (meters)                     COMP
 AA2906  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AA2906  ELLIP HEIGHT-           5.765 (meters)          (02/10/07) ADJUSTED
 AA2906  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA2906  DYNAMIC HT  -          31.966 (meters)     104.88  (feet)  COMP
 AA2906
 AA2906  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2906  Type    PID    Designation                      North   East  Ellip
 AA2906  -------------------------------------------------------------------
 AA2906  NETWORK AA2906 18 V 32                           1.53   1.29   1.84
 AA2906  -------------------------------------------------------------------
 AA2906  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 AA2906
 AA2906  VERT ORDER  -  SECOND    CLASS I
 AA2906
 AA2906.The horizontal coordinates were established by GPS observations
 AA2906.and adjusted by the National Geodetic Survey in February 2007.
 AA2906
 AA2906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2906.The horizontal coordinates are valid at the epoch date displayed above.
 AA2906.The epoch date for horizontal control is a decimal equivalence
 AA2906.of Year/Month/Day.
 AA2906
 AA2906.The orthometric height was determined by differential leveling
 AA2906.and adjusted 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     -   267,666.553 1,119,141.072   MT  1.00006384   +0 40 23.9
 AA2906;SPC LA N     -   878,169.35  3,671,715.33   sFT  1.00006384   +0 40 23.9
 AA2906;UTM  15      - 3,642,447.489   665,855.989   MT  0.99993919   +0 57 49.5
 AA2906
 AA2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2906!SPC LA N     -   0.99999909  x   1.00006384  =   1.00006293
 AA2906!UTM  15      -   0.99999909  x   0.99993919  =   0.99993828
 AA2906
 AA2906                          SUPERSEDED SURVEY CONTROL
 AA2906
 AA2906  NAD 83(1992)-  32 54 27.65557(N)    091 13 35.40918(W) AD(       ) 1
 AA2906  ELLIP H (03/17/04)    5.758  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU0046 ***********************************************************************
 AU0046  HT_MOD      -  This is a 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(2007)-  29 58 33.48303(N)    090 49 11.78593(W)     ADJUSTED  
 AU0046* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0046  **This station is located in a suspected subsidence area (see below).
 AU0046  ___________________________________________________________________
 AU0046  EPOCH DATE  -        2002.00
 AU0046  X           -     -79,129.083 (meters)                     COMP
 AU0046  Y           -  -5,529,002.188 (meters)                     COMP
 AU0046  Z           -   3,168,054.901 (meters)                     COMP
 AU0046  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AU0046  ELLIP HEIGHT-         -22.847 (meters)          (02/10/07) ADJUSTED
 AU0046  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AU0046
 AU0046  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0046  Type    PID    Designation                      North   East  Ellip
 AU0046  -------------------------------------------------------------------
 AU0046  NETWORK AU0046 19 LLD ANO                        0.49   0.45   1.04
 AU0046  -------------------------------------------------------------------
 AU0046
 AU0046.The horizontal coordinates were established by GPS observations
 AU0046.and adjusted by the National Geodetic Survey in February 2007.
 AU0046
 AU0046.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0046.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0046.The horizontal coordinates are valid at the epoch date displayed above.
 AU0046.The epoch date for horizontal control is a decimal equivalence
 AU0046.of Year/Month/Day.
 AU0046
 AU0046.The orthometric height was determined by GPS observations and a
 AU0046.high-resolution geoid model.
 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 has not been validated since last determined
 AU0046 ** by differential leveling and should not be used for control purposes.
 AU0046 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU0046;SPC LA S     -   163,713.540 1,049,543.452   MT  0.99992584   +0 15 24.1
 AU0046;SPC LA S     -   537,116.84  3,443,377.14   sFT  0.99992584   +0 15 24.1
 AU0046;UTM  15      - 3,318,122.317   710,337.935   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  NAD 83(1992)-  29 58 33.48316(N)    090 49 11.78573(W) AD(       ) B
 AU0046  ELLIP H (12/29/04)  -22.850  (m)                       GP(       ) 4 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3612+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 BJ3612
 BJ3612  HISTORY     - Date     Condition        Report By
 BJ3612  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3612  HISTORY     - 20080229 GOOD             GEOCAC
 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.
 BJ3612
 BJ3612                          STATION RECOVERY (2008)
 BJ3612
 BJ3612'RECOVERY NOTE BY GEOCACHING 2008 (AH)
 BJ3612'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3203 ***********************************************************************
 DH3203  HT_MOD      -  This is a 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(2007)-  29 32 18.53871(N)    089 44 59.99217(W)     ADJUSTED  
 DH3203* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3203  **This station is located in a suspected subsidence area (see below).
 DH3203  ___________________________________________________________________
 DH3203  EPOCH DATE  -        2002.00
 DH3203  X           -      24,232.458 (meters)                     COMP
 DH3203  Y           -  -5,553,586.679 (meters)                     COMP
 DH3203  Z           -   3,125,956.643 (meters)                     COMP
 DH3203  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DH3203  ELLIP HEIGHT-         -20.267 (meters)          (02/10/07) ADJUSTED
 DH3203  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DH3203
 DH3203  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3203  Type    PID    Designation                      North   East  Ellip
 DH3203  -------------------------------------------------------------------
 DH3203  NETWORK DH3203 1906+3.06=LMS230                  1.16   0.98   1.84
 DH3203  -------------------------------------------------------------------
 DH3203
 DH3203.The horizontal coordinates were established by GPS observations
 DH3203.and adjusted by the National Geodetic Survey in February 2007.
 DH3203
 DH3203.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3203.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3203.The horizontal coordinates are valid at the epoch date displayed above.
 DH3203.The epoch date for horizontal control is a decimal equivalence
 DH3203.of Year/Month/Day.
 DH3203
 DH3203.The orthometric height was determined by GPS observations and a
 DH3203.high-resolution geoid model.
 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 has not been validated since last determined
 DH3203 ** by differential leveling and should not be used for control purposes.
 DH3203 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   116,171.402 1,153,460.767   MT  0.99995809   +0 47 30.1
 DH3203;SPC LA S     -   381,139.01  3,784,312.53   sFT  0.99995809   +0 47 30.1
 DH3203;UTM  16      - 3,270,801.935   233,497.462   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  =   1.00047962
 DH3203
 DH3203                          SUPERSEDED SURVEY CONTROL
 DH3203
 DH3203  NAD 83(1992)-  29 32 18.53880(N)    089 44 59.99217(W) AD(       ) B
 DH3203  ELLIP H (05/09/05)  -20.265  (m)                       GP(       ) 4 2
 DH3203
 DH3203.Superseded values are not recommended for survey control.
 DH3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3203.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 59 44.33139(N)    090 48 47.15770(W)     ADJUSTED  
 AU1510* NAVD 88     -         5.68   (meters)      18.6    (feet)  GPS OBS(2006.81)
 AU1510  **This station is located in a suspected subsidence area (see below).
 AU1510  ___________________________________________________________________
 AU1510  EPOCH DATE  -        2002.00
 AU1510  X           -     -78,453.470 (meters)                     COMP
 AU1510  Y           -  -5,527,923.365 (meters)                     COMP
 AU1510  Z           -   3,169,945.612 (meters)                     COMP
 AU1510  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU1510  ELLIP HEIGHT-         -20.563 (meters)          (03/12/08) ADJUSTED
 AU1510  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AU1510
 AU1510  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1510  Type    PID    Designation                      North   East  Ellip
 AU1510  -------------------------------------------------------------------
 AU1510  NETWORK AU1510 194/2 CAP                         0.65   0.57   1.25
 AU1510  -------------------------------------------------------------------
 AU1510  ELLP ORDER  -  THIRD     CLASS I
 AU1510
 AU1510.The horizontal coordinates were established by GPS observations
 AU1510.and adjusted by the National Geodetic Survey in February 2007.
 AU1510
 AU1510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1510.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU1510.high-resolution geoid model.
 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 by GPS observations using
 AU1510 ** precise GPS observation and processing techniques and a new
 AU1510 ** realization of GEOID03. It supersedes any height that may have been
 AU1510 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU1510;SPC LA S     -   165,897.916 1,050,193.731   MT  0.99992575   +0 15 36.4
 AU1510;SPC LA S     -   544,283.41  3,445,510.60   sFT  0.99992575   +0 15 36.4
 AU1510;UTM  15      - 3,320,316.405   710,956.516   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  ELLIP H (02/10/07)  -20.574  (m)                       GP(       )    
 AU1510  NAD 83(1992)-  29 59 44.33130(N)    090 48 47.15772(W) AD(2004.65) B
 AU1510  ELLIP H (06/22/05)  -20.592  (m)                       GP(2004.65) 4 1
 AU1510  NAD 83(1992)-  29 59 44.33168(N)    090 48 47.15752(W) AD(       ) B
 AU1510  ELLIP H (05/09/05)  -20.572  (m)                       GP(       ) 4 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: P.B.M. 194--2
 AU1510_MARK LOGO: MRC   
 AU1510_PROJECTION: PROJECTING 36 CENTIMETERS
 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 - March 22, 2006
 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  HISTORY     - 20060322 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.
 AU1510
 AU1510                          STATION RECOVERY (2006)
 AU1510
 AU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3191  **This station is located in a suspected subsidence area (see below).
 AU3191  ___________________________________________________________________
 AU3191  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU3191  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3191 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3191 ** and geoid heights are valid at the date of observation. These heights
 AU3191 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 41 42.37321(N)    090 57 23.71801(W)     ADJUSTED  
 AH6182* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6182  **This station is located in a suspected subsidence area (see below).
 AH6182  ___________________________________________________________________
 AH6182  EPOCH DATE  -        2002.00
 AH6182  X           -     -92,573.835 (meters)                     COMP
 AH6182  Y           -  -5,544,283.798 (meters)                     COMP
 AH6182  Z           -   3,141,047.285 (meters)                     COMP
 AH6182  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AH6182  ELLIP HEIGHT-         -24.103 (meters)          (02/10/07) ADJUSTED
 AH6182  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6182
 AH6182  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6182  Type    PID    Designation                      North   East  Ellip
 AH6182  -------------------------------------------------------------------
 AH6182  NETWORK AH6182 20 1                              1.29   1.23   2.96
 AH6182  -------------------------------------------------------------------
 AH6182
 AH6182.The horizontal coordinates were established by GPS observations
 AH6182.and adjusted by the National Geodetic Survey in February 2007.
 AH6182
 AH6182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6182.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6182.The horizontal coordinates are valid at the epoch date displayed above.
 AH6182.The epoch date for horizontal control is a decimal equivalence
 AH6182.of Year/Month/Day.
 AH6182
 AH6182.The orthometric height was determined by GPS observations and a
 AH6182.high-resolution geoid model.
 AH6182 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6182 ** and geoid heights are valid at the date of observation. These heights
 AH6182 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,530.976 1,036,459.071   MT  0.99993989   +0 11 18.2
 AH6182;SPC LA S     -   434,812.04  3,400,449.47   sFT  0.99993989   +0 11 18.2
 AH6182;UTM  15      - 3,286,748.085   697,703.489   MT  1.00008229   +1 00 45.4
 AH6182
 AH6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6182!SPC LA S     -   1.00000379  x   0.99993989  =   0.99994368
 AH6182!UTM  15      -   1.00000379  x   1.00008229  =   1.00008608
 AH6182
 AH6182                          SUPERSEDED SURVEY CONTROL
 AH6182
 AH6182  ELLIP H (02/21/02)  -24.083  (m)                       GP(       ) 5 1
 AH6182  NAD 83(1992)-  29 41 42.37261(N)    090 57 23.71686(W) AD(       ) 1
 AH6182  ELLIP H (12/17/98)  -24.072  (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: 15RXN9770386748(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 = MARCH 13, 2009
 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(2007)-  29 41 34.76781(N)    090 58 01.02301(W)     ADJUSTED  
 AH6533* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6533  **This station is located in a suspected subsidence area (see below).
 AH6533  ___________________________________________________________________
 AH6533  EPOCH DATE  -        2002.00
 AH6533  X           -     -93,578.539 (meters)                     COMP
 AH6533  Y           -  -5,544,383.555 (meters)                     COMP
 AH6533  Z           -   3,140,844.204 (meters)                     COMP
 AH6533  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AH6533  ELLIP HEIGHT-         -23.409 (meters)          (02/10/07) ADJUSTED
 AH6533  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6533
 AH6533  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6533  Type    PID    Designation                      North   East  Ellip
 AH6533  -------------------------------------------------------------------
 AH6533  NETWORK AH6533 20 1 AZ MK                        1.65   2.04   3.94
 AH6533  -------------------------------------------------------------------
 AH6533
 AH6533.The horizontal coordinates were established by GPS observations
 AH6533.and adjusted by the National Geodetic Survey in February 2007.
 AH6533
 AH6533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6533.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6533.The horizontal coordinates are valid at the epoch date displayed above.
 AH6533.The epoch date for horizontal control is a decimal equivalence
 AH6533.of Year/Month/Day.
 AH6533
 AH6533.The orthometric height was determined by GPS observations and a
 AH6533.high-resolution geoid model.
 AH6533 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6533 ** and geoid heights are valid at the date of observation. These heights
 AH6533 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,293.563 1,035,457.004   MT  0.99994009   +0 10 59.5
 AH6533;SPC LA S     -   434,033.13  3,397,161.85   sFT  0.99994009   +0 10 59.5
 AH6533;UTM  15      - 3,286,496.246   696,704.801   MT  1.00007743   +1 00 26.6
 AH6533
 AH6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6533!SPC LA S     -   1.00000368  x   0.99994009  =   0.99994377
 AH6533!UTM  15      -   1.00000368  x   1.00007743  =   1.00008111
 AH6533
 AH6533                          SUPERSEDED SURVEY CONTROL
 AH6533
 AH6533  ELLIP H (02/21/02)  -23.390  (m)                       GP(       ) 5 1
 AH6533  NAD 83(1992)-  29 41 34.76717(N)    090 58 01.02177(W) AD(       ) 1
 AH6533  ELLIP H (12/17/98)  -23.371  (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 = MARCH 13, 2009
 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(2007)-  29 43 41.82144(N)    090 51 28.05349(W)     ADJUSTED  
 AH6513* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6513  **This station is located in a suspected subsidence area (see below).
 AH6513  ___________________________________________________________________
 AH6513  EPOCH DATE  -        2002.00
 AH6513  X           -     -82,986.344 (meters)                     COMP
 AH6513  Y           -  -5,542,612.278 (meters)                     COMP
 AH6513  Z           -   3,144,241.553 (meters)                     COMP
 AH6513  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6513  ELLIP HEIGHT-         -24.334 (meters)          (02/10/07) ADJUSTED
 AH6513  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6513
 AH6513  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6513  Type    PID    Designation                      North   East  Ellip
 AH6513  -------------------------------------------------------------------
 AH6513  NETWORK AH6513 20 2                              0.92   1.16   2.16
 AH6513  -------------------------------------------------------------------
 AH6513
 AH6513.The horizontal coordinates were established by GPS observations
 AH6513.and adjusted by the National Geodetic Survey in February 2007.
 AH6513
 AH6513.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6513.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6513.The horizontal coordinates are valid at the epoch date displayed above.
 AH6513.The epoch date for horizontal control is a decimal equivalence
 AH6513.of Year/Month/Day.
 AH6513
 AH6513.The orthometric height was determined by GPS observations and a
 AH6513.high-resolution geoid model.
 AH6513 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6513 ** and geoid heights are valid at the date of observation. These heights
 AH6513 ** must always be validated when used as control.
 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 more information.
 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
 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     -   136,244.204 1,046,004.602   MT  0.99993699   +0 14 16.0
 AH6513;SPC LA S     -   446,994.53  3,431,766.77   sFT  0.99993699   +0 14 16.0
 AH6513;UTM  15      - 3,290,598.940   707,196.184   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 19.2
 AH6513:UTM  15      -  20 2 AZ MK                               241 09 49.6
 AH6513
 AH6513|---------------------------------------------------------------------|
 AH6513| PID    Reference Object                     Distance      Geod. Az  |
 AH6513|                                                           dddmmss.s |
 AH6513| AH6514 20 2 AZ MK                          APPROX. 0.5 KM 2421335.2 |
 AH6513|---------------------------------------------------------------------|
 AH6513
 AH6513                          SUPERSEDED SURVEY CONTROL
 AH6513
 AH6513  ELLIP H (02/21/02)  -24.310  (m)                       GP(       ) 5 1
 AH6513  NAD 83(1992)-  29 43 41.82119(N)    090 51 28.05295(W) AD(       ) 1
 AH6513  ELLIP H (12/17/98)  -24.289  (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 = MARCH 13, 2009
 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(2007)-  29 43 34.02353(N)    090 51 45.01695(W)     ADJUSTED  
 AH6514* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6514  **This station is located in a suspected subsidence area (see below).
 AH6514  ___________________________________________________________________
 AH6514  EPOCH DATE  -        2002.00
 AH6514  X           -     -83,443.970 (meters)                     COMP
 AH6514  Y           -  -5,542,724.712 (meters)                     COMP
 AH6514  Z           -   3,144,033.178 (meters)                     COMP
 AH6514  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6514  ELLIP HEIGHT-         -24.069 (meters)          (02/10/07) ADJUSTED
 AH6514  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6514
 AH6514  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6514  Type    PID    Designation                      North   East  Ellip
 AH6514  -------------------------------------------------------------------
 AH6514  NETWORK AH6514 20 2 AZ MK                        1.10   1.47   2.55
 AH6514  -------------------------------------------------------------------
 AH6514
 AH6514.The horizontal coordinates were established by GPS observations
 AH6514.and adjusted by the National Geodetic Survey in February 2007.
 AH6514
 AH6514.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6514.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6514.The horizontal coordinates are valid at the epoch date displayed above.
 AH6514.The epoch date for horizontal control is a decimal equivalence
 AH6514.of Year/Month/Day.
 AH6514
 AH6514.The orthometric height was determined by GPS observations and a
 AH6514.high-resolution geoid model.
 AH6514 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6514 ** and geoid heights are valid at the date of observation. These heights
 AH6514 ** must always be validated when used as control.
 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 more information.
 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
 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     -   136,002.233 1,045,549.737   MT  0.99993717   +0 14 07.5
 AH6514;SPC LA S     -   446,200.66  3,430,274.43   sFT  0.99993717   +0 14 07.5
 AH6514;UTM  15      - 3,290,350.398   706,744.764   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 19.2
 AH6514:UTM  15      -  20 2                                     061 09 49.8
 AH6514
 AH6514|---------------------------------------------------------------------|
 AH6514| PID    Reference Object                     Distance      Geod. Az  |
 AH6514|                                                           dddmmss.s |
 AH6514| AH6513 20 2                                APPROX. 0.5 KM 0621326.7 |
 AH6514|---------------------------------------------------------------------|
 AH6514
 AH6514                          SUPERSEDED SURVEY CONTROL
 AH6514
 AH6514  ELLIP H (02/21/02)  -24.050  (m)                       GP(       ) 5 1
 AH6514  NAD 83(1992)-  29 43 34.02317(N)    090 51 45.01628(W) AD(       ) 1
 AH6514  ELLIP H (12/17/98)  -24.025  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -25.90  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2944  **This station is located in a suspected subsidence area (see below).
 AU2944  ___________________________________________________________________
 AU2944  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AU2944  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2944 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2944 ** and geoid heights are valid at the date of observation. These heights
 AU2944 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1999+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2008
 CP1999
 CP1999  HISTORY     - Date     Condition        Report By
 CP1999  HISTORY     - UNK      MONUMENTED       LADH
 CP1999  HISTORY     - 1969     GOOD             LADTD
 CP1999  HISTORY     - 20080525 GOOD             GEOCAC
 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.
 CP1999
 CP1999                          STATION RECOVERY (2008)
 CP1999
 CP1999'RECOVERY NOTE BY GEOCACHING 2008 (MR)
 CP1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3196 ***********************************************************************
 DH3196  HT_MOD      -  This is a 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(2007)-  30 44 54.79609(N)    091 24 08.63349(W)     ADJUSTED  
 DH3196* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3196  **This station is located in a suspected subsidence area (see below).
 DH3196  ___________________________________________________________________
 DH3196  EPOCH DATE  -        2002.00
 DH3196  X           -    -134,271.550 (meters)                     COMP
 DH3196  Y           -  -5,484,645.381 (meters)                     COMP
 DH3196  Z           -   3,241,962.159 (meters)                     COMP
 DH3196  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH3196  ELLIP HEIGHT-          -8.998 (meters)          (02/10/07) ADJUSTED
 DH3196  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DH3196
 DH3196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3196  Type    PID    Designation                      North   East  Ellip
 DH3196  -------------------------------------------------------------------
 DH3196  NETWORK DH3196 2111+36.54 ABLMS 252              0.88   0.78   1.47
 DH3196  -------------------------------------------------------------------
 DH3196
 DH3196.The horizontal coordinates were established by GPS observations
 DH3196.and adjusted by the National Geodetic Survey in February 2007.
 DH3196
 DH3196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3196.The horizontal coordinates are valid at the epoch date displayed above.
 DH3196.The epoch date for horizontal control is a decimal equivalence
 DH3196.of Year/Month/Day.
 DH3196
 DH3196.The orthometric height was determined by GPS observations and a
 DH3196.high-resolution geoid model.
 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 has not been validated since last determined
 DH3196 ** by differential leveling and should not be used for control purposes.
 DH3196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 DH3196.Photographs are available for this station.
 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     -   249,248.426   993,386.698   MT  1.00001069   -0 02 04.3
 DH3196;SPC LA S     -   817,742.54  3,259,136.19   sFT  1.00001069   -0 02 04.3
 DH3196;UTM  15      - 3,402,826.221   652,925.000   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  NAD 83(1992)-  30 44 54.79615(N)    091 24 08.63326(W) AD(       ) B
 DH3196  ELLIP H (05/09/05)   -8.999  (m)                       GP(       ) 4 2
 DH3196
 DH3196.Superseded values are not recommended for survey control.
 DH3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3196.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU1922  **This station is located in a suspected subsidence area (see below).
 AU1922  ___________________________________________________________________
 AU1922  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU1922  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1922 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1922 ** and geoid heights are valid at the date of observation. These heights
 AU1922 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0308  **This station is located in a suspected subsidence area (see below).
 AT0308  ___________________________________________________________________
 AT0308  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AT0308  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0308 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0308 ** and geoid heights are valid at the date of observation. These heights
 AT0308 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5158  **This station is located in a suspected subsidence area (see below).
 BJ5158  ___________________________________________________________________
 BJ5158  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5158  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5158 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5158 ** and geoid heights are valid at the date of observation. These heights
 BJ5158 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5157  **This station is located in a suspected subsidence area (see below).
 BJ5157  ___________________________________________________________________
 BJ5157  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5157  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5157 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5157 ** and geoid heights are valid at the date of observation. These heights
 BJ5157 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5156  **This station is located in a suspected subsidence area (see below).
 BJ5156  ___________________________________________________________________
 BJ5156  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5156  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5156 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5156 ** and geoid heights are valid at the date of observation. These heights
 BJ5156 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5154  **This station is located in a suspected subsidence area (see below).
 BJ5154  ___________________________________________________________________
 BJ5154  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5154  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5154 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5154 ** and geoid heights are valid at the date of observation. These heights
 BJ5154 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5153  **This station is located in a suspected subsidence area (see below).
 BJ5153  ___________________________________________________________________
 BJ5153  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5153  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5153 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5153 ** and geoid heights are valid at the date of observation. These heights
 BJ5153 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5152  **This station is located in a suspected subsidence area (see below).
 BJ5152  ___________________________________________________________________
 BJ5152  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5152  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5152 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5152 ** and geoid heights are valid at the date of observation. These heights
 BJ5152 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5151  **This station is located in a suspected subsidence area (see below).
 BJ5151  ___________________________________________________________________
 BJ5151  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5151  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5151 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5151 ** and geoid heights are valid at the date of observation. These heights
 BJ5151 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5150  **This station is located in a suspected subsidence area (see below).
 BJ5150  ___________________________________________________________________
 BJ5150  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5150  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5150 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5150 ** and geoid heights are valid at the date of observation. These heights
 BJ5150 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2609  **This station is located in a suspected subsidence area (see below).
 AU2609  ___________________________________________________________________
 AU2609  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2609  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2609 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2609 ** and geoid heights are valid at the date of observation. These heights
 AU2609 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2608  **This station is located in a suspected subsidence area (see below).
 AU2608  ___________________________________________________________________
 AU2608  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU2608  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2608 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2608 ** and geoid heights are valid at the date of observation. These heights
 AU2608 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2607  **This station is located in a suspected subsidence area (see below).
 AU2607  ___________________________________________________________________
 AU2607  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2607  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2607 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2607 ** and geoid heights are valid at the date of observation. These heights
 AU2607 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2606  **This station is located in a suspected subsidence area (see below).
 AU2606  ___________________________________________________________________
 AU2606  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2606  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2606 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2606 ** and geoid heights are valid at the date of observation. These heights
 AU2606 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2604  **This station is located in a suspected subsidence area (see below).
 AU2604  ___________________________________________________________________
 AU2604  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2604  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2604 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2604 ** and geoid heights are valid at the date of observation. These heights
 AU2604 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2601  **This station is located in a suspected subsidence area (see below).
 AU2601  ___________________________________________________________________
 AU2601  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2601  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2601 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2601 ** and geoid heights are valid at the date of observation. These heights
 AU2601 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2600  **This station is located in a suspected subsidence area (see below).
 AU2600  ___________________________________________________________________
 AU2600  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2600  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2600 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2600 ** and geoid heights are valid at the date of observation. These heights
 AU2600 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2596  **This station is located in a suspected subsidence area (see below).
 AU2596  ___________________________________________________________________
 AU2596  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2596  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2596 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2596 ** and geoid heights are valid at the date of observation. These heights
 AU2596 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2594  **This station is located in a suspected subsidence area (see below).
 AU2594  ___________________________________________________________________
 AU2594  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2594  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2594 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2594 ** and geoid heights are valid at the date of observation. These heights
 AU2594 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2548  **This station is located in a suspected subsidence area (see below).
 AU2548  ___________________________________________________________________
 AU2548  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2548  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2548 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2548 ** and geoid heights are valid at the date of observation. These heights
 AU2548 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2547  **This station is located in a suspected subsidence area (see below).
 AU2547  ___________________________________________________________________
 AU2547  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2547  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2547 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2547 ** and geoid heights are valid at the date of observation. These heights
 AU2547 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2544  **This station is located in a suspected subsidence area (see below).
 AU2544  ___________________________________________________________________
 AU2544  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU2544  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2544 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2544 ** and geoid heights are valid at the date of observation. These heights
 AU2544 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2542  **This station is located in a suspected subsidence area (see below).
 AU2542  ___________________________________________________________________
 AU2542  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2542  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2542 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2542 ** and geoid heights are valid at the date of observation. These heights
 AU2542 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2541  **This station is located in a suspected subsidence area (see below).
 AU2541  ___________________________________________________________________
 AU2541  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2541  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2541 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2541 ** and geoid heights are valid at the date of observation. These heights
 AU2541 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2540  **This station is located in a suspected subsidence area (see below).
 AU2540  ___________________________________________________________________
 AU2540  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2540  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2540 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2540 ** and geoid heights are valid at the date of observation. These heights
 AU2540 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 52 54.68615(N)    091 39 51.58839(W)     ADJUSTED  
 AU2535* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2535  **This station is located in a suspected subsidence area (see below).
 AU2535  ___________________________________________________________________
 AU2535  EPOCH DATE  -        2002.00
 AU2535  X           -    -160,751.710 (meters)                     COMP
 AU2535  Y           -  -5,532,438.424 (meters)                     COMP
 AU2535  Z           -   3,159,013.927 (meters)                     COMP
 AU2535  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2535  ELLIP HEIGHT-         -22.766 (meters)          (02/10/07) ADJUSTED
 AU2535  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AU2535
 AU2535  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2535  Type    PID    Designation                      North   East  Ellip
 AU2535  -------------------------------------------------------------------
 AU2535  NETWORK AU2535 23 E 005                          6.12   4.17   6.33
 AU2535  -------------------------------------------------------------------
 AU2535
 AU2535.The horizontal coordinates were established by GPS observations
 AU2535.and adjusted by the National Geodetic Survey in February 2007.
 AU2535
 AU2535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2535.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2535.The horizontal coordinates are valid at the epoch date displayed above.
 AU2535.The epoch date for horizontal control is a decimal equivalence
 AU2535.of Year/Month/Day.
 AU2535
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2535 ** and geoid heights are valid at the date of observation. These heights
 AU2535 ** must always be validated when used as control.
 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 more information.
 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
 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     -   153,217.259   968,027.942   MT  0.99992789   -0 09 55.8
 AU2535;SPC LA S     -   502,680.29  3,175,938.34   sFT  0.99992789   -0 09 55.8
 AU2535;UTM  15      - 3,306,443.390   628,980.513   MT  0.99980525   +0 39 55.9
 AU2535
 AU2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2535!SPC LA S     -   1.00000358  x   0.99992789  =   0.99993147
 AU2535!UTM  15      -   1.00000358  x   0.99980525  =   0.99980882
 AU2535
 AU2535:                Primary Azimuth Mark                     Grid Az
 AU2535:SPC LA S     -  LANDRY                                   195 24 17.3
 AU2535:UTM  15      -  LANDRY                                   194 34 25.6
 AU2535
 AU2535|---------------------------------------------------------------------|
 AU2535| PID    Reference Object                     Distance      Geod. Az  |
 AU2535|                                                           dddmmss.s |
 AU2535| AU2537 LANDRY                              APPROX. 0.6 KM 1951421.5 |
 AU2535| AU2540 23 E 004 LDH 1974                   APPROX. 1.7 KM 3022954.0 |
 AU2535| AU2539 JEANERETTE MUN TANK 1969            APPROX. 3.5 KM 3420743.7 |
 AU2535|---------------------------------------------------------------------|
 AU2535
 AU2535                          SUPERSEDED SURVEY CONTROL
 AU2535
 AU2535  ELLIP H (06/26/02)  -22.835  (m)                       GP(       ) 4 2
 AU2535  NAD 83(1992)-  29 52 54.68634(N)    091 39 51.58421(W) AD(       ) 2
 AU2535  ELLIP H (01/21/93)  -22.830  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU1885  **This station is located in a suspected subsidence area (see below).
 AU1885  ___________________________________________________________________
 AU1885  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU1885  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1885 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1885 ** and geoid heights are valid at the date of observation. These heights
 AU1885 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 AU1857 ***********************************************************************
 AU1857  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1857  DESIGNATION -  23 V 22
 AU1857  PID         -  AU1857
 AU1857  STATE/COUNTY-  LA/IBERIA
 AU1857  USGS QUAD   -  NEW IBERIA SOUTH (1994)
 AU1857
 AU1857                         *CURRENT SURVEY CONTROL
 AU1857  ___________________________________________________________________
 AU1857* NAD 83(2007)-  29 56 10.35079(N)    091 49 07.79781(W)     ADJUSTED  
 AU1857* NAVD 88     -         2.62   (meters)       8.6    (feet)  GPS OBS(2006.81)
 AU1857  **This station is located in a suspected subsidence area (see below).
 AU1857  ___________________________________________________________________
 AU1857  EPOCH DATE  -        2002.00
 AU1857  X           -    -175,574.384 (meters)                     COMP
 AU1857  Y           -  -5,528,981.165 (meters)                     COMP
 AU1857  Z           -   3,164,235.798 (meters)                     COMP
 AU1857  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU1857  ELLIP HEIGHT-         -23.957 (meters)          (03/12/08) ADJUSTED
 AU1857  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AU1857  HORZ ORDER  -  A
 AU1857  ELLP ORDER  -  THIRD     CLASS I
 AU1857
 AU1857.The horizontal coordinates were established by GPS observations
 AU1857.and adjusted by the National Geodetic Survey in March 2008.
 AU1857
 AU1857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1857.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1857.The horizontal coordinates are valid at the epoch date displayed above.
 AU1857.The epoch date for horizontal control is a decimal equivalence
 AU1857.of Year/Month/Day.
 AU1857
 AU1857.The orthometric height was determined by GPS observations and a
 AU1857.high-resolution geoid model.
 AU1857 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1857 ** and geoid heights are valid at the date of observation. These heights
 AU1857 ** must always be validated when used as control.
 AU1857 ** The orthometric height was determined by GPS observations using
 AU1857 ** precise GPS observation and processing techniques and a new
 AU1857 ** realization of GEOID03. It supersedes any height that may have been
 AU1857 ** previously determined for this station.
 AU1857 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1857 ** epoch indicated which incorporates improved geoid heights for the
 AU1857 ** Southern Louisiana Subsidence area.
 AU1857 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1857
 AU1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1857
 AU1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1857
 AU1857.The ellipsoidal height was determined by GPS observations
 AU1857.and is referenced to NAD 83.
 AU1857
 AU1857.The geoid height was determined by GEOID03.
 AU1857
 AU1857;                    North         East     Units Scale Factor Converg.
 AU1857;SPC LA S     -   159,294.825   953,129.630   MT  0.99992638   -0 14 33.9
 AU1857;SPC LA S     -   522,619.77  3,127,059.46   sFT  0.99992638   -0 14 33.9
 AU1857;UTM  15      - 3,312,303.220   613,997.723   MT  0.99976033   +0 35 22.2
 AU1857
 AU1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1857!SPC LA S     -   1.00000376  x   0.99992638  =   0.99993014
 AU1857!UTM  15      -   1.00000376  x   0.99976033  =   0.99976409
 AU1857
 AU1857                          SUPERSEDED SURVEY CONTROL
 AU1857
 AU1857  NGVD 29 (??/??/??)    2.689  (m)            8.82   (f) ADJUSTED    2 0
 AU1857
 AU1857.Superseded values are not recommended for survey control.
 AU1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1857.See file dsdata.txt to determine how the superseded data were derived.
 AU1857
 AU1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1399812303(NAD 83)
 AU1857_MARKER: DD = SURVEY DISK
 AU1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1857_STAMPING: 23V22 1968
 AU1857_MARK LOGO: LADHGS
 AU1857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1857+STABILITY: SURFACE MOTION
 AU1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1857+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 AU1857
 AU1857  HISTORY     - Date     Condition        Report By
 AU1857  HISTORY     - 1968     MONUMENTED       LADTD
 AU1857  HISTORY     - 1982     GOOD             NGS
 AU1857  HISTORY     - 19950502 GOOD             USPSQD
 AU1857  HISTORY     - 20060504 GOOD             NGS
 AU1857  HISTORY     - 20060504 GOOD             NGS
 AU1857
 AU1857                          STATION DESCRIPTION
 AU1857
 AU1857'DESCRIBED BY LA TRANSP AND DEV 1968
 AU1857'3.35 MI NW FROM LYDIA.
 AU1857'ABOUT 3.35 MILES NORTHWEST ALONG LOUISIANA HIGHWAY 83 FROM THE ST.
 AU1857'NICHOLAS CATHOLIC CHURCH IN LYDIA.  ABOUT 0.55 MILE SOUTHEAST ALONG
 AU1857'THE SOUTHERN PACIFIC RAILROAD TRACK FROM THE SOUTHERN PACIFIC RAILROAD
 AU1857'STATION IN NEW IBERIA TO ITS INTERSECTION WITH LOUISIANA HIGHWAY 14
 AU1857'(CENTER STREET).  THENCE ABOUT 1.85 MILES SOUTHWEST ALONG LOUISIANA
 AU1857'HIGHWAY 14 (CENTER STREET) TO THE INTERSECTION OF LOUISIANA HIGHWAYS
 AU1857'14 AND 83.  THENCE ABOUT 4.45 MILES SOUTHEAST ALONG LOUISIANA HIGHWAY
 AU1857'83.  AT A POINT ABOUT 0.15 MILE SOUTHEAST OF THE INTERSECTION OF
 AU1857'LOUISIANA HIGHWAY 83 AND A GRAVEL ROAD LEADING NORTHEAST. IN SECTION
 AU1857'1, T13S, R6E.  41.5 FEET NORTHEAST OF THE CENTERLINE OF LOUISIANA
 AU1857'HIGHWAY 83, 5.0 FEET SOUTHEAST OF POWER POLE NUMBER 74, 28.0 FEET
 AU1857'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON THE
 AU1857'NORTH END OF A 24 INCH CONCRETE PIPE UNDER LOUISIANA HIGHWAY 83. SET
 AU1857'IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. A
 AU1857'STEEL WITNESS POST IS SET 1.5 FEET EAST-NORTHEAST OF THE MARK.
 AU1857
 AU1857                          STATION RECOVERY (1982)
 AU1857
 AU1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1857'RECOVERED IN GOOD CONDITION.
 AU1857
 AU1857                          STATION RECOVERY (1995)
 AU1857
 AU1857'RECOVERY NOTE BY US POWER SQUADRON 1995
 AU1857'RECOVERED IN GOOD CONDITION.
 AU1857
 AU1857                          STATION RECOVERY (2006)
 AU1857
 AU1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DBC)
 AU1857'RECOVERED AS DESCRIBED.
 AU1857
 AU1857                          STATION RECOVERY (2006)
 AU1857
 AU1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1857'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS FROM SOUTHEAST
 AU1857'OF NEW IBERIA LA GO 1.7 MI (2.74 KM) SOUTH ALONG LA-83 (WEEKS ISLAND
 AU1857'ROAD) FROM THE US-90 EASTBOUND UNDERPASS.  MARK IS JUST NORTH OF
 AU1857'PEEBLES ELEMENTARY SCHOOL, 41.5 FT (12.6 M) NORTHEAST OF THE
 AU1857'CENTERLINE OF LA-83, 5.0 FT (1.5 M) SOUTHEAST OF A POWER POLE NUMBER
 AU1857'74, 28.0 FT (8.5 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 AU1857'CONCRETE HEADWALL ON THE NORTH END OF A 24 INCH (61 CM) PIPE RUNNING
 AU1857'UNDER LA-83.  MARK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 AU1857'0.33 FT (0.1 M) ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5 FT
 AU1857'(0.5 M) EAST-NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 55 49.99619(N)    091 43 04.77403(W)     ADJUSTED  
 AU1874* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1874  **This station is located in a suspected subsidence area (see below).
 AU1874  ___________________________________________________________________
 AU1874  EPOCH DATE  -        2002.00
 AU1874  X           -    -165,852.639 (meters)                     COMP
 AU1874  Y           -  -5,529,597.240 (meters)                     COMP
 AU1874  Z           -   3,163,694.387 (meters)                     COMP
 AU1874  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU1874  ELLIP HEIGHT-         -20.468 (meters)          (02/10/07) ADJUSTED
 AU1874  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AU1874
 AU1874  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1874  Type    PID    Designation                      North   East  Ellip
 AU1874  -------------------------------------------------------------------
 AU1874  NETWORK AU1874 23 V 38                           8.00   4.92   8.29
 AU1874  -------------------------------------------------------------------
 AU1874  VERT ORDER  -  FIRST     CLASS I (See Below)
 AU1874
 AU1874.The horizontal coordinates were established by GPS observations
 AU1874.and adjusted by the National Geodetic Survey in February 2007.
 AU1874
 AU1874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1874.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1874.The horizontal coordinates are valid at the epoch date displayed above.
 AU1874.The epoch date for horizontal control is a decimal equivalence
 AU1874.of Year/Month/Day.
 AU1874
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1874 ** and geoid heights are valid at the date of observation. These heights
 AU1874 ** must always be validated when used as control.
 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 more information.
 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 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     -   158,631.152   962,862.626   MT  0.99992649   -0 11 32.4
 AU1874;SPC LA S     -   520,442.37  3,158,991.80   sFT  0.99992649   -0 11 32.4
 AU1874;UTM  15      - 3,311,781.054   623,737.851   MT  0.99978890   +0 38 23.1
 AU1874
 AU1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1874!SPC LA S     -   1.00000321  x   0.99992649  =   0.99992970
 AU1874!UTM  15      -   1.00000321  x   0.99978890  =   0.99979211
 AU1874
 AU1874:                Primary Azimuth Mark                     Grid Az
 AU1874:SPC LA S     -  JEANERETTE MUN TANK 1969                 116 49 04.6
 AU1874:UTM  15      -  JEANERETTE MUN TANK 1969                 115 59 09.1
 AU1874
 AU1874|---------------------------------------------------------------------|
 AU1874| PID    Reference Object                     Distance      Geod. Az  |
 AU1874|                                                           dddmmss.s |
 AU1874| AU2539 JEANERETTE MUN TANK 1969            APPROX. 4.6 KM 1163732.2 |
 AU1874| AU2547 23 D 004 LDH 1974                   APPROX. 1.6 KM 2194829.8 |
 AU1874|---------------------------------------------------------------------|
 AU1874
 AU1874                          SUPERSEDED SURVEY CONTROL
 AU1874
 AU1874  ELLIP H (06/26/02)  -20.529  (m)                       GP(       ) 4 2
 AU1874  NAD 83(1992)-  29 55 49.99718(N)    091 43 04.77102(W) AD(       ) 2
 AU1874  ELLIP H (01/21/93)  -20.522  (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 = MARCH 13, 2009
 DJ9330 ***********************************************************************
 DJ9330  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9330  DESIGNATION -  23 V 45 RESET
 DJ9330  PID         -  DJ9330
 DJ9330  STATE/COUNTY-  LA/IBERIA
 DJ9330  USGS QUAD   -  LOREAUVILLE (1973)
 DJ9330
 DJ9330                         *CURRENT SURVEY CONTROL
 DJ9330  ___________________________________________________________________
 DJ9330* NAD 83(2007)-  30 05 26.71669(N)    091 44 13.76437(W)     ADJUSTED  
 DJ9330* NAVD 88     -         4.69   (meters)      15.4    (feet)  GPS OBS(2006.81)
 DJ9330  **This station is located in a suspected subsidence area (see below).
 DJ9330  ___________________________________________________________________
 DJ9330  EPOCH DATE  -        2002.00
 DJ9330  X           -    -167,432.834 (meters)                     COMP
 DJ9330  Y           -  -5,520,661.804 (meters)                     COMP
 DJ9330  Z           -   3,179,071.154 (meters)                     COMP
 DJ9330  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DJ9330  ELLIP HEIGHT-         -22.323 (meters)          (03/12/08) ADJUSTED
 DJ9330  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DJ9330  HORZ ORDER  -  A
 DJ9330  ELLP ORDER  -  THIRD     CLASS I
 DJ9330
 DJ9330.The horizontal coordinates were established by GPS observations
 DJ9330.and adjusted by the National Geodetic Survey in March 2008.
 DJ9330
 DJ9330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9330.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9330.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9330.The epoch date for horizontal control is a decimal equivalence
 DJ9330.of Year/Month/Day.
 DJ9330
 DJ9330.The orthometric height was determined by GPS observations and a
 DJ9330.high-resolution geoid model.
 DJ9330 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9330 ** and geoid heights are valid at the date of observation. These heights
 DJ9330 ** must always be validated when used as control.
 DJ9330 ** The orthometric height was determined by GPS observations using
 DJ9330 ** precise GPS observation and processing techniques and a new
 DJ9330 ** realization of GEOID03. It supersedes any height that may have been
 DJ9330 ** previously determined for this station.
 DJ9330 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9330 ** epoch indicated which incorporates improved geoid heights for the
 DJ9330 ** Southern Louisiana Subsidence area.
 DJ9330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9330
 DJ9330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9330
 DJ9330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9330
 DJ9330.The ellipsoidal height was determined by GPS observations
 DJ9330.and is referenced to NAD 83.
 DJ9330
 DJ9330.The geoid height was determined by GEOID03.
 DJ9330
 DJ9330;                    North         East     Units Scale Factor Converg.
 DJ9330;SPC LA S     -   176,394.700   961,075.004   MT  0.99992697   -0 12 06.9
 DJ9330;SPC LA S     -   578,721.61  3,153,126.91   sFT  0.99992697   -0 12 06.9
 DJ9330;UTM  15      - 3,329,514.226   621,692.266   MT  0.99978270   +0 37 59.6
 DJ9330
 DJ9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9330!SPC LA S     -   1.00000351  x   0.99992697  =   0.99993048
 DJ9330!UTM  15      -   1.00000351  x   0.99978270  =   0.99978621
 DJ9330
 DJ9330                          SUPERSEDED SURVEY CONTROL
 DJ9330
 DJ9330.No superseded survey control is available for this station.
 DJ9330
 DJ9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2169229514(NAD 83)
 DJ9330_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9330_STAMPING: 23 V 45 RESET 2006
 DJ9330_MARK LOGO: NGS   
 DJ9330_PROJECTION: PROJECTING 5 CENTIMETERS
 DJ9330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9330+STABILITY: SURFACE MOTION
 DJ9330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9330+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DJ9330
 DJ9330  HISTORY     - Date     Condition        Report By
 DJ9330  HISTORY     - 20060509 MONUMENTED       NGS
 DJ9330
 DJ9330                          STATION DESCRIPTION
 DJ9330
 DJ9330'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9330'MARK IS 12.3 MI (19.79 KM) EAST SOUTH EAST OF BROUSSARD LA.  TO REACH
 DJ9330'FROM THE US-90 UNDERPASS AND LA 182 IN SOUTHEAST BROUSSARD, GO 0.05 MI
 DJ9330'(0.08 KM) SOUTHEASTERLY ALONG LA-182 TO THE T-JUNCTION FOR LA-96,
 DJ9330'THENCE LEFT (EASTERLY) ALONG LA-96 FOR 7.2 MI (11.59 KM) TO THE
 DJ9330'JUNCTION OF LA-31 IN SAINT.  MARTINSVILLE, THENCE RIGHT (EAST) ALONG
 DJ9330'LA-31 AND LA-96 FOR ONE BLOCK, THENCE RIGHT (EAST) ALONG LA-96 FOR 1.6
 DJ9330'MI (2.57 KM) TO THE T-JUNCTION FOR LA-345, THENCE EAST-SOUTHEAST ALONG
 DJ9330'LA-345 FOR 5.3 MI (8.53 KM) TO THE INTERSECTION OF LA-679 AND HAROLD
 DJ9330'LANDRY ROAD.  THE MARK IS ON THE RIGHT IN A CORNER OF LA-345 AND
 DJ9330'HAROLD LANDRY ROAD, AND ACROSS THE ROAD FROM THE B AND J ALUMINUM
 DJ9330'WINDOW INCORPORATED BUILDING, 71.0 FT (21.6 M) SOUTHEAST OF THE
 DJ9330'INTERSECTION OF LA-345N LA-679 AND HAROLD LANDRY ROAD, 50.0 FT (15.2
 DJ9330'M) EAST-SOUTHEAST OF THE CENTERLINE OF LA345, 45.5 FT (13.9 M)
 DJ9330'SOUTHEAST OF THE CENTERLINE OF HAROLD LANDRY ROAD, 18 FT (5.5 M)
 DJ9330'EAST-SOUTH EAST OF A FIRE HYDRANT, 35.1 FT (10.7 M) WEST OF THE WEST
 DJ9330'END OF AN ELECTRICAL BOX NUMBER 'P 15 OUT CA 310' ON A CONCRETE PAD
 DJ9330'AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.  NOTE RESET DISK
 DJ9330'IS IN THE ORIGINAL CONCRETE POST WHICH PROJECTS 0.2 FT (0.1 M)
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1191  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1191 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1191 ** and geoid heights are valid at the date of observation. These heights
 BH1191 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1032  **This station is located in a suspected subsidence area (see below).
 BJ1032  ___________________________________________________________________
 BJ1032  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1032  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1032 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1032 ** and geoid heights are valid at the date of observation. These heights
 BJ1032 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4982  **This station is located in a suspected subsidence area (see below).
 BJ4982  ___________________________________________________________________
 BJ4982  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4982  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4982 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4982 ** and geoid heights are valid at the date of observation. These heights
 BJ4982 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4983  **This station is located in a suspected subsidence area (see below).
 BJ4983  ___________________________________________________________________
 BJ4983  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4983  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4983 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4983 ** and geoid heights are valid at the date of observation. These heights
 BJ4983 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4984  **This station is located in a suspected subsidence area (see below).
 BJ4984  ___________________________________________________________________
 BJ4984  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BJ4984  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4984 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4984 ** and geoid heights are valid at the date of observation. These heights
 BJ4984 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4985  **This station is located in a suspected subsidence area (see below).
 BJ4985  ___________________________________________________________________
 BJ4985  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4985  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4985 ** and geoid heights are valid at the date of observation. These heights
 BJ4985 ** must always be validated when used as control.
 BJ4985 ** The orthometric height has not been validated since last determined
 BJ4985 ** by differential leveling and should not be used for control purposes.
 BJ4985 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4985 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4985 ** epoch indicated which incorporates improved geoid heights for the
 BJ4985 ** Southern Louisiana Subsidence area.
 BJ4985 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4987  **This station is located in a suspected subsidence area (see below).
 BJ4987  ___________________________________________________________________
 BJ4987  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4987  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4987 ** and geoid heights are valid at the date of observation. These heights
 BJ4987 ** must always be validated when used as control.
 BJ4987 ** The orthometric height has not been validated since last determined
 BJ4987 ** by differential leveling and should not be used for control purposes.
 BJ4987 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4987 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4987 ** epoch indicated which incorporates improved geoid heights for the
 BJ4987 ** Southern Louisiana Subsidence area.
 BJ4987 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 24 59.17800(N)    090 26 49.54254(W)     ADJUSTED  
 AH6348* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6348  **This station is located in a suspected subsidence area (see below).
 AH6348  ___________________________________________________________________
 AH6348  EPOCH DATE  -        2002.00
 AH6348  X           -     -43,388.095 (meters)                     COMP
 AH6348  Y           -  -5,560,123.550 (meters)                     COMP
 AH6348  Z           -   3,114,178.024 (meters)                     COMP
 AH6348  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH6348  ELLIP HEIGHT-         -24.287 (meters)          (02/10/07) ADJUSTED
 AH6348  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6348
 AH6348  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6348  Type    PID    Designation                      North   East  Ellip
 AH6348  -------------------------------------------------------------------
 AH6348  NETWORK AH6348 2525 A                            1.45   1.35   3.61
 AH6348  -------------------------------------------------------------------
 AH6348
 AH6348.The horizontal coordinates were established by GPS observations
 AH6348.and adjusted by the National Geodetic Survey in February 2007.
 AH6348
 AH6348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6348.The horizontal coordinates are valid at the epoch date displayed above.
 AH6348.The epoch date for horizontal control is a decimal equivalence
 AH6348.of Year/Month/Day.
 AH6348
 AH6348.The orthometric height was determined by GPS observations and a
 AH6348.high-resolution geoid model.
 AH6348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6348 ** and geoid heights are valid at the date of observation. These heights
 AH6348 ** must always be validated when used as control.
 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 more information.
 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
 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     -   101,916.301 1,086,002.880   MT  0.99997740   +0 26 35.3
 AH6348;SPC LA S     -   334,370.40  3,562,994.45   sFT  0.99997740   +0 26 35.3
 AH6348;UTM  15      - 3,256,836.257   747,692.283   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  =   1.00036091
 AH6348
 AH6348                          SUPERSEDED SURVEY CONTROL
 AH6348
 AH6348  ELLIP H (02/21/02)  -24.250  (m)                       GP(       ) 5 1
 AH6348  NAD 83(1992)-  29 24 59.17820(N)    090 26 49.54148(W) AD(       ) 1
 AH6348  ELLIP H (12/17/98)  -24.238  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3215 ***********************************************************************
 DH3215  HT_MOD      -  This is a 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(2007)-  30 22 08.11979(N)    091 13 48.58820(W)     ADJUSTED  
 DH3215* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3215  **This station is located in a suspected subsidence area (see below).
 DH3215  ___________________________________________________________________
 DH3215  EPOCH DATE  -        2002.00
 DH3215  X           -    -118,243.096 (meters)                     COMP
 DH3215  Y           -  -5,506,414.337 (meters)                     COMP
 DH3215  Z           -   3,205,719.427 (meters)                     COMP
 DH3215  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DH3215  ELLIP HEIGHT-         -12.133 (meters)          (02/10/07) ADJUSTED
 DH3215  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3215
 DH3215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3215  Type    PID    Designation                      North   East  Ellip
 DH3215  -------------------------------------------------------------------
 DH3215  NETWORK DH3215 268+34.63=PLMS22A                 0.92   0.80   1.51
 DH3215  -------------------------------------------------------------------
 DH3215
 DH3215.The horizontal coordinates were established by GPS observations
 DH3215.and adjusted by the National Geodetic Survey in February 2007.
 DH3215
 DH3215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3215.The horizontal coordinates are valid at the epoch date displayed above.
 DH3215.The epoch date for horizontal control is a decimal equivalence
 DH3215.of Year/Month/Day.
 DH3215
 DH3215.The orthometric height was determined by GPS observations and a
 DH3215.high-resolution geoid model.
 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 has not been validated since last determined
 DH3215 ** by differential leveling and should not be used for control purposes.
 DH3215 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   207,165.192 1,009,916.924   MT  0.99994630   +0 03 05.7
 DH3215;SPC LA S     -   679,674.47  3,313,369.11   sFT  0.99994630   +0 03 05.7
 DH3215;UTM  15      - 3,360,994.335   670,075.057   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  NAD 83(1992)-  30 22 08.11985(N)    091 13 48.58794(W) AD(       ) B
 DH3215  ELLIP H (05/09/05)  -12.136  (m)                       GP(       ) 4 2
 DH3215
 DH3215.Superseded values are not recommended for survey control.
 DH3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3215.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0837  **This station is located in a suspected subsidence area (see below).
 BK0837  ___________________________________________________________________
 BK0837  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK0837  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0837 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0837 ** and geoid heights are valid at the date of observation. These heights
 BK0837 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0836  **This station is located in a suspected subsidence area (see below).
 BK0836  ___________________________________________________________________
 BK0836  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BK0836  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0836 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0836 ** and geoid heights are valid at the date of observation. These heights
 BK0836 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2358  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2358 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2358 ** and geoid heights are valid at the date of observation. These heights
 BK2358 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2429  **This station is located in a suspected subsidence area (see below).
 BK2429  ___________________________________________________________________
 BK2429  X           -    -257,589.407 (meters)                     COMP
 BK2429  Y           -  -5,508,477.452 (meters)                     COMP
 BK2429  Z           -   3,194,042.251 (meters)                     COMP
 BK2429  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BK2429  ELLIP HEIGHT-         -23.015 (meters)          (01/02/04) ADJUSTED
 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 was scaled from a topographic map.
 BK2429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2429 ** and geoid heights are valid at the date of observation. These heights
 BK2429 ** must always be validated when used as control.
 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 more information.
 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 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     -   1.00000361  x   0.99993493  =   0.99993854
 BK2429!UTM  15      -   1.00000361  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)  -22.929  (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  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 - September 28, 2006
 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  HISTORY     - 20060928 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.
 BK2429
 BK2429                          STATION RECOVERY (2006)
 BK2429
 BK2429'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1000  **This station is located in a suspected subsidence area (see below).
 BK1000  ___________________________________________________________________
 BK1000  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK1000  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1000 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1000 ** and geoid heights are valid at the date of observation. These heights
 BK1000 ** must always be validated when used as control.
 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 more information.
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1000+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 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  HISTORY     - 20060928 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.
 BK1000
 BK1000                          STATION RECOVERY (2006)
 BK1000
 BK1000'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK1000'OK FOR SATALITE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 BK0676* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK0676  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0676 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0676 ** and geoid heights are valid at the date of observation. These heights
 BK0676 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1023  **This station is located in a suspected 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 was scaled from a topographic map.
 BK1023 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1023 ** and geoid heights are valid at the date of observation. These heights
 BK1023 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 BK1020 ***********************************************************************
 BK1020  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1020  DESIGNATION -  27 V 132
 BK1020  PID         -  BK1020
 BK1020  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK1020  USGS QUAD   -  HATHAWAY (1994)
 BK1020
 BK1020                         *CURRENT SURVEY CONTROL
 BK1020  ___________________________________________________________________
 BK1020* NAD 83(2007)-  30 20 58.87746(N)    092 43 24.59536(W)     ADJUSTED  
 BK1020* NAVD 88     -        11.68   (meters)      38.3    (feet)  GPS OBS(2006.81)
 BK1020  **This station is located in a suspected subsidence area (see below).
 BK1020  ___________________________________________________________________
 BK1020  EPOCH DATE  -        2002.00
 BK1020  X           -    -261,754.832 (meters)                     COMP
 BK1020  Y           -  -5,502,536.098 (meters)                     COMP
 BK1020  Z           -   3,203,877.794 (meters)                     COMP
 BK1020  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK1020  ELLIP HEIGHT-         -15.646 (meters)          (03/12/08) ADJUSTED
 BK1020  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK1020  HORZ ORDER  -  A
 BK1020  ELLP ORDER  -  THIRD     CLASS I
 BK1020
 BK1020.The horizontal coordinates were established by GPS observations
 BK1020.and adjusted by the National Geodetic Survey in March 2008.
 BK1020
 BK1020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1020.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1020.The horizontal coordinates are valid at the epoch date displayed above.
 BK1020.The epoch date for horizontal control is a decimal equivalence
 BK1020.of Year/Month/Day.
 BK1020
 BK1020.The orthometric height was determined by GPS observations and a
 BK1020.high-resolution geoid model.
 BK1020 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1020 ** and geoid heights are valid at the date of observation. These heights
 BK1020 ** must always be validated when used as control.
 BK1020 ** The orthometric height was determined by GPS observations using
 BK1020 ** precise GPS observation and processing techniques and a new
 BK1020 ** realization of GEOID03. It supersedes any height that may have been
 BK1020 ** previously determined for this station.
 BK1020 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1020 ** epoch indicated which incorporates improved geoid heights for the
 BK1020 ** Southern Louisiana Subsidence area.
 BK1020 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1020
 BK1020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1020
 BK1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1020
 BK1020.The ellipsoidal height was determined by GPS observations
 BK1020.and is referenced to NAD 83.
 BK1020
 BK1020.The geoid height was determined by GEOID03.
 BK1020
 BK1020;                    North         East     Units Scale Factor Converg.
 BK1020;SPC LA S     -   205,839.301   866,351.607   MT  0.99994421   -0 41 42.4
 BK1020;SPC LA S     -   675,324.44  2,842,355.23   sFT  0.99994421   -0 41 42.4
 BK1020;UTM  15      - 3,357,567.068   526,573.967   MT  0.99960871   +0 08 23.0
 BK1020
 BK1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1020!SPC LA S     -   1.00000246  x   0.99994421  =   0.99994667
 BK1020!UTM  15      -   1.00000246  x   0.99960871  =   0.99961117
 BK1020
 BK1020                          SUPERSEDED SURVEY CONTROL
 BK1020
 BK1020  NGVD 29 (??/??/??)   11.881  (m)           38.98   (f) ADJUSTED    2 0
 BK1020
 BK1020.Superseded values are not recommended for survey control.
 BK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1020.See file dsdata.txt to determine how the superseded data were derived.
 BK1020
 BK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP2657457567(NAD 83)
 BK1020_MARKER: DD = SURVEY DISK
 BK1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK1020_STAMPING: 27V132 1970
 BK1020_MARK LOGO: LADHGS
 BK1020_PROJECTION: FLUSH
 BK1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1020+STABILITY: SURFACE MOTION
 BK1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1020+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 BK1020
 BK1020  HISTORY     - Date     Condition        Report By
 BK1020  HISTORY     - 1970     MONUMENTED       LADTD
 BK1020  HISTORY     - 19970125 GOOD             USPSQD
 BK1020  HISTORY     - 19981017 GOOD             USPSQD
 BK1020  HISTORY     - 20021211 GOOD             USPSQD
 BK1020  HISTORY     - 20040105 GOOD             USPSQD
 BK1020  HISTORY     - 20060613 GOOD             NGS
 BK1020
 BK1020                          STATION DESCRIPTION
 BK1020
 BK1020'DESCRIBED BY LA TRANSP AND DEV 1970
 BK1020'3.25 MI W FROM HATHAWAY.
 BK1020'ABOUT 3.25 MILES WEST ALONG STATE ROUTE 102 FROM THE HATHAWAY SCHOOL,
 BK1020'55 FEET SOUTH OF THE CENTERLINE OF LA. 102, 40 FEET EAST OF THE
 BK1020'CENTERLINE OF A PARISH ROAD LEADING SOUTH, 35 FEET SOUTHEAST OF A
 BK1020'RIGHT OF WAY MARKER, 1.5 FEET NORTHWEST OF A 4 STRAND BARBED WIRE
 BK1020'FENCE, 161 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME
 BK1020'HOUSE BELONGING TO A MR. JOHN REEVES, 1 FOOT SOUTH OF A STEEL WITNESS
 BK1020'POST, ABOUT LEVEL WITH HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 BK1020'PROJECTING 4 INCHES.  SECTION 19, T8S, R3W.
 BK1020
 BK1020                          STATION RECOVERY (1997)
 BK1020
 BK1020'RECOVERY NOTE BY US POWER SQUADRON 1997
 BK1020'RECOVERED IN GOOD CONDITION.
 BK1020
 BK1020                          STATION RECOVERY (1998)
 BK1020
 BK1020'RECOVERY NOTE BY US POWER SQUADRON 1998
 BK1020'RECOVERED IN GOOD CONDITION.
 BK1020
 BK1020                          STATION RECOVERY (2002)
 BK1020
 BK1020'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 BK1020'RECOVERED IN GOOD CONDITION.
 BK1020
 BK1020                          STATION RECOVERY (2004)
 BK1020
 BK1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1020'RECOVERED IN GOOD CONDITION.
 BK1020
 BK1020                          STATION RECOVERY (2006)
 BK1020
 BK1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1020'MARK RECOVERED IN GOOD CONDITION. TO REACH FROM I-10 EXIT 59 FOR
 BK1020'ROANOKE LA, GO 7.2 MI (11.6 KM) NORTH ON LA-395 (LIBERTY CEMETERY
 BK1020'ROAD) TO LA-102 (PINE ISLAND HIGHWAY). TURN RIGHT AND GO 1.05 MI (1.7
 BK1020'KM) EAST TO MARK ON RIGHT IN SE QUADRANT OF FARM SUPPLY ROAD
 BK1020'INTERSECTION. THIS LOCATION IS ALSO 3.2 MI (5.1 KM) WEST OF HATHAWAY
 BK1020'SCHOOL, JUNCTION OF LA-26 AND LA-102. MARK IS 55 FT (16.8 M) SOUTH OF
 BK1020'HIGHWAY CENTERLINE, 41 FT (12.5 M) EAST OF FARM SUPPLY ROAD
 BK1020'CENTERLINE, 34.5 FT (10.5 M) SOUTHEAST OF LA-102 R.O.W., 10 FT (3.0 M)
 BK1020'EAST OF A GAS METER, 2 FT (0.6 M) WEST OF SECURITY ANCHOR AND 1 FT
 BK1020'(0.3 M) SOUTH OF GREEN PAINTED WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2377  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2377 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2377 ** and geoid heights are valid at the date of observation. These heights
 BK2377 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2388  **This station is located in a suspected subsidence area (see below).
 BK2388  ___________________________________________________________________
 BK2388  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK2388  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK2388  DYNAMIC HT  -          15.4   (meters)      51.    (feet)  COMP
 BK2388  MODELED GRAV-     979,332.4   (mgal)                       NAVD 88
 BK2388
 BK2388  HORZ ORDER  -  THIRD
 BK2388  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BK2388 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2388 ** and geoid heights are valid at the date of observation. These heights
 BK2388 ** must always be validated when used as control.
 BK2388 ** The orthometric height has not been validated since last determined
 BK2388 ** by differential leveling and should not be used for control purposes.
 BK2388 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2388 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2388 ** epoch indicated which incorporates improved geoid heights for the
 BK2388 ** Southern Louisiana Subsidence area.
 BK2388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2388.The vertical order pertains to the NGVD 29 superseded value.
 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 21.7
 BK2388:UTM  15      -  KAREN                                    177 23 14.6
 BK2388
 BK2388|---------------------------------------------------------------------|
 BK2388| PID    Reference Object                     Distance      Geod. Az  |
 BK2388|                                                           dddmmss.s |
 BK2388| BK2387 KAREN                               APPROX. 0.8 KM 1773211.6 |
 BK2388| BK2386 KAREN RM 3                          APPROX. 0.8 KM 1774932.4 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1018  **This station is located in a suspected subsidence area (see below).
 BK1018  ___________________________________________________________________
 BK1018  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK1018  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1018 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1018 ** and geoid heights are valid at the date of observation. These heights
 BK1018 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 BK0901 ***********************************************************************
 BK0901  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0901  DESIGNATION -  27 V 25
 BK0901  PID         -  BK0901
 BK0901  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0901  USGS QUAD   -  LAKE ARTHUR (1994)
 BK0901
 BK0901                         *CURRENT SURVEY CONTROL
 BK0901  ___________________________________________________________________
 BK0901* NAD 83(2007)-  30 05 23.84211(N)    092 41 00.97537(W)     ADJUSTED  
 BK0901* NAVD 88     -         4.57   (meters)      15.0    (feet)  GPS OBS(2006.81)
 BK0901  **This station is located in a suspected subsidence area (see below).
 BK0901  ___________________________________________________________________
 BK0901  EPOCH DATE  -        2002.00
 BK0901  X           -    -258,601.658 (meters)                     COMP
 BK0901  Y           -  -5,517,187.185 (meters)                     COMP
 BK0901  Z           -   3,178,994.490 (meters)                     COMP
 BK0901  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK0901  ELLIP HEIGHT-         -22.478 (meters)          (03/12/08) ADJUSTED
 BK0901  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BK0901  HORZ ORDER  -  A
 BK0901  ELLP ORDER  -  THIRD     CLASS I
 BK0901
 BK0901.The horizontal coordinates were established by GPS observations
 BK0901.and adjusted by the National Geodetic Survey in March 2008.
 BK0901
 BK0901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0901.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0901.The horizontal coordinates are valid at the epoch date displayed above.
 BK0901.The epoch date for horizontal control is a decimal equivalence
 BK0901.of Year/Month/Day.
 BK0901
 BK0901.The orthometric height was determined by GPS observations and a
 BK0901.high-resolution geoid model.
 BK0901 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0901 ** and geoid heights are valid at the date of observation. These heights
 BK0901 ** must always be validated when used as control.
 BK0901 ** The orthometric height was determined by GPS observations using
 BK0901 ** precise GPS observation and processing techniques and a new
 BK0901 ** realization of GEOID03. It supersedes any height that may have been
 BK0901 ** previously determined for this station.
 BK0901 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0901 ** epoch indicated which incorporates improved geoid heights for the
 BK0901 ** Southern Louisiana Subsidence area.
 BK0901 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0901
 BK0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0901
 BK0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0901
 BK0901.The ellipsoidal height was determined by GPS observations
 BK0901.and is referenced to NAD 83.
 BK0901
 BK0901.The geoid height was determined by GEOID03.
 BK0901
 BK0901;                    North         East     Units Scale Factor Converg.
 BK0901;SPC LA S     -   177,004.446   869,847.563   MT  0.99992695   -0 40 30.5
 BK0901;SPC LA S     -   580,722.09  2,853,824.88   sFT  0.99992695   -0 40 30.5
 BK0901;UTM  15      - 3,328,795.495   530,488.154   MT  0.99961147   +0 09 31.1
 BK0901
 BK0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0901!SPC LA S     -   1.00000353  x   0.99992695  =   0.99993048
 BK0901!UTM  15      -   1.00000353  x   0.99961147  =   0.99961500
 BK0901
 BK0901                          SUPERSEDED SURVEY CONTROL
 BK0901
 BK0901  NGVD 29 (??/??/??)    4.956  (m)           16.26   (f) ADJUSTED    2 0
 BK0901
 BK0901.Superseded values are not recommended for survey control.
 BK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0901.See file dsdata.txt to determine how the superseded data were derived.
 BK0901
 BK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP3048828795(NAD 83)
 BK0901_MARKER: DD = SURVEY DISK
 BK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0901_STAMPING: 27V25 1969
 BK0901_MARK LOGO: LADHGS
 BK0901_PROJECTION: FLUSH
 BK0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0901+STABILITY: SURFACE MOTION
 BK0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0901+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 BK0901
 BK0901  HISTORY     - Date     Condition        Report By
 BK0901  HISTORY     - 1969     MONUMENTED       LADTD
 BK0901  HISTORY     - 19961209 GOOD             USPSQD
 BK0901  HISTORY     - 20031230 GOOD             USPSQD
 BK0901  HISTORY     - 20060614 GOOD             NGS
 BK0901
 BK0901                          STATION DESCRIPTION
 BK0901
 BK0901'DESCRIBED BY LA TRANSP AND DEV 1969
 BK0901'0.9 MI NW FROM LAKE ARTHUR.
 BK0901'ABOUT 0.9 MILE NORTHWEST ALONG STATE ROUTE 14 FROM THE U.S. POST
 BK0901'OFFICE AT LAKE ARTHUR, 1 FOOT SOUTH OF A HURRICANE FENCE, 2 FEET WEST
 BK0901'OF A HURRICANE FENCE, 40 FEET NORTH OF CENTERLINE OF LA. 380, 28 FEET
 BK0901'NORTHEAST OF INTERSECTION OF LA. 380 AND LA. 14, 7 FEET NORTHEAST OF A
 BK0901'POWER POLE NO. 20-7079, 32 FEET NORTHWEST OF THE NORTH END OF A
 BK0901'24-INCH CROSS DRAIN, 1.7 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 BK0901'LEVEL WITH THE ROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BK0901'INCHES.  SECTION 15, T 11S, R 3W.
 BK0901
 BK0901                          STATION RECOVERY (1996)
 BK0901
 BK0901'RECOVERY NOTE BY US POWER SQUADRON 1996
 BK0901'RECOVERED IN GOOD CONDITION.
 BK0901
 BK0901                          STATION RECOVERY (2003)
 BK0901
 BK0901'RECOVERY NOTE BY US POWER SQUADRON 2003
 BK0901'RECOVERED IN GOOD CONDITION.
 BK0901
 BK0901                          STATION RECOVERY (2006)
 BK0901
 BK0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0901'RECOVERED IN GOOD CONDITION. TO REACH FROM I-10 EXIT 64, PROCEED 11.1
 BK0901'MI (17.9 KM) SOUTH ON LA-26 TO LA-380 (EIGHTH ST) IN LAKE ARTHUR. TURN
 BK0901'RIGHT AND GO 0.7 MI (1.1 KM) WEST TO THE MARK ON THE RIGHT AT THE WEST
 BK0901'END OF A CEMETERY AND JUST EAST OF LA-14 (ARTHUR AVE).
 BK0901' 
 BK0901'MARK IS AT A JOG IN THE 4 FT (1.2 M) CHAIN LINK FENCE, 5 FT (1.5 M)
 BK0901'NORTH OF A POWER POLE AND 2 FT (0.6 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0849 ***********************************************************************
 BK0849  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0849  DESIGNATION -  27 V 27
 BK0849  PID         -  BK0849
 BK0849  STATE/COUNTY-  LA/JEFFERSON DAVIS
 BK0849  USGS QUAD   -  THORNWELL (1985)
 BK0849
 BK0849                         *CURRENT SURVEY CONTROL
 BK0849  ___________________________________________________________________
 BK0849* NAD 83(2007)-  30 05 45.67858(N)    092 49 30.53122(W)     ADJUSTED  
 BK0849* NAVD 88     -         1.86   (meters)       6.1    (feet)  GPS OBS(2006.81)
 BK0849  **This station is located in a suspected subsidence area (see below).
 BK0849  ___________________________________________________________________
 BK0849  EPOCH DATE  -        2002.00
 BK0849  X           -    -272,213.761 (meters)                     COMP
 BK0849  Y           -  -5,516,192.410 (meters)                     COMP
 BK0849  Z           -   3,179,574.895 (meters)                     COMP
 BK0849  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK0849  ELLIP HEIGHT-         -25.204 (meters)          (02/10/07) ADJUSTED
 BK0849  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BK0849
 BK0849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0849  Type    PID    Designation                      North   East  Ellip
 BK0849  -------------------------------------------------------------------
 BK0849  NETWORK BK0849 27 V 27                           1.65   1.33   3.49
 BK0849  -------------------------------------------------------------------
 BK0849
 BK0849.The horizontal coordinates were established by GPS observations
 BK0849.and adjusted by the National Geodetic Survey in February 2007.
 BK0849
 BK0849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK0849.high-resolution geoid model.
 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 any height that may have been
 BK0849 ** previously 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
 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     -   177,845.939   856,213.711   MT  0.99992712   -0 44 45.3
 BK0849;SPC LA S     -   583,482.88  2,809,094.48   sFT  0.99992712   -0 44 45.3
 BK0849;UTM  15      - 3,329,438.318   516,847.867   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  NAD 83(1992)-  30 05 45.67843(N)    092 49 30.53102(W) AD(2004.65) B
 BK0849  ELLIP H (06/22/05)  -25.202  (m)                       GP(2004.65) 4 1
 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: LADHGS
 BK0849_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - March 24, 2006
 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  HISTORY     - 20060324 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.
 BK0849
 BK0849                          STATION RECOVERY (2006)
 BK0849
 BK0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0849'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0830  **This station is located in a suspected subsidence area (see below).
 BK0830  ___________________________________________________________________
 BK0830  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK0830  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0830 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0830 ** and geoid heights are valid at the date of observation. These heights
 BK0830 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0842  **This station is located in a suspected subsidence area (see below).
 BK0842  ___________________________________________________________________
 BK0842  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK0842  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0842 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0842 ** and geoid heights are valid at the date of observation. These heights
 BK0842 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20070409 MARK NOT FOUND   INDIV
 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.
 BK0063
 BK0063                          STATION RECOVERY (2007)
 BK0063
 BK0063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 BK0063'I FOUND WHAT I BELIEVE IS THE CONCRETE CYLINDER ON WHICH THE BRASS
 BK0063'DISC WAS MOUNTED BUT THE DISC IS GONE. ALL MEASUREMENTS IN THE
 BK0063'DESCRIPTION ON THE DATA SHEET WERE USED TO FIND THE CYLINDER AND ARE
 BK0063'CORRECT. THE SIGN REMAINS. THE BUSINESS IS ABANDONED AND THE FENCE IS
 BK0063'GONE.
 BK0063' 
 BK0063'FREDERIC T DUGDALE
 BK0063'RPLS LA 4932
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2941  **This station is located in a suspected subsidence area (see below).
 BK2941  ___________________________________________________________________
 BK2941  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2941  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2941 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2941 ** and geoid heights are valid at the date of observation. These heights
 BK2941 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2942  **This station is located in a suspected subsidence area (see below).
 BK2942  ___________________________________________________________________
 BK2942  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BK2942  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2942 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2942 ** and geoid heights are valid at the date of observation. These heights
 BK2942 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2938  **This station is located in a suspected subsidence area (see below).
 BK2938  ___________________________________________________________________
 BK2938  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2938  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2938 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2938 ** and geoid heights are valid at the date of observation. These heights
 BK2938 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2940  **This station is located in a suspected subsidence area (see below).
 BK2940  ___________________________________________________________________
 BK2940  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK2940  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2940 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2940 ** and geoid heights are valid at the date of observation. These heights
 BK2940 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2926  **This station is located in a suspected subsidence area (see below).
 BK2926  ___________________________________________________________________
 BK2926  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK2926  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2926 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2926 ** and geoid heights are valid at the date of observation. These heights
 BK2926 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2929  **This station is located in a suspected subsidence area (see below).
 BK2929  ___________________________________________________________________
 BK2929  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BK2929  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2929 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2929 ** and geoid heights are valid at the date of observation. These heights
 BK2929 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2923  **This station is located in a suspected subsidence area (see below).
 BK2923  ___________________________________________________________________
 BK2923  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2923  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2923 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2923 ** and geoid heights are valid at the date of observation. These heights
 BK2923 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2927  **This station is located in a suspected subsidence area (see below).
 BK2927  ___________________________________________________________________
 BK2927  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BK2927  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2927 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2927 ** and geoid heights are valid at the date of observation. These heights
 BK2927 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2930  **This station is located in a suspected subsidence area (see below).
 BK2930  ___________________________________________________________________
 BK2930  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2930  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2930 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2930 ** and geoid heights are valid at the date of observation. These heights
 BK2930 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2924  **This station is located in a suspected subsidence area (see below).
 BK2924  ___________________________________________________________________
 BK2924  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2924  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2924 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2924 ** and geoid heights are valid at the date of observation. These heights
 BK2924 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2928  **This station is located in a suspected subsidence area (see below).
 BK2928  ___________________________________________________________________
 BK2928  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2928  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2928 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2928 ** and geoid heights are valid at the date of observation. These heights
 BK2928 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2922  **This station is located in a suspected subsidence area (see below).
 BK2922  ___________________________________________________________________
 BK2922  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2922  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2922 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2922 ** and geoid heights are valid at the date of observation. These heights
 BK2922 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2903  **This station is located in a suspected subsidence area (see below).
 BK2903  ___________________________________________________________________
 BK2903  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2903  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2903 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2903 ** and geoid heights are valid at the date of observation. These heights
 BK2903 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2903+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 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  HISTORY     - 20060928 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.
 BK2903
 BK2903                          STATION RECOVERY (2006)
 BK2903
 BK2903'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2901  **This station is located in a suspected subsidence area (see below).
 BK2901  ___________________________________________________________________
 BK2901  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2901  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2901 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2901 ** and geoid heights are valid at the date of observation. These heights
 BK2901 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2901+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 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  HISTORY     - 20060928 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.
 BK2901
 BK2901                          STATION RECOVERY (2006)
 BK2901
 BK2901'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2898  **This station is located in a suspected subsidence area (see below).
 BK2898  ___________________________________________________________________
 BK2898  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2898  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2898 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2898 ** and geoid heights are valid at the date of observation. These heights
 BK2898 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2899  **This station is located in a suspected subsidence area (see below).
 BK2899  ___________________________________________________________________
 BK2899  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2899  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2899 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2899 ** and geoid heights are valid at the date of observation. These heights
 BK2899 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2906  **This station is located in a suspected subsidence area (see below).
 BK2906  ___________________________________________________________________
 BK2906  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK2906  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2906 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2906 ** and geoid heights are valid at the date of observation. These heights
 BK2906 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2906+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 BK2906
 BK2906  HISTORY     - Date     Condition        Report By
 BK2906  HISTORY     - 1965     MONUMENTED       LADH
 BK2906  HISTORY     - 19981016 GOOD             USPSQD
 BK2906  HISTORY     - 20040427 GOOD             USPSQD
 BK2906  HISTORY     - 20060928 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.
 BK2906
 BK2906                          STATION RECOVERY (2006)
 BK2906
 BK2906'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2905  **This station is located in a suspected subsidence area (see below).
 BK2905  ___________________________________________________________________
 BK2905  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BK2905  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2905 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2905 ** and geoid heights are valid at the date of observation. These heights
 BK2905 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2905+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 BK2905
 BK2905  HISTORY     - Date     Condition        Report By
 BK2905  HISTORY     - 1965     MONUMENTED       LADH
 BK2905  HISTORY     - 19981016 GOOD             USPSQD
 BK2905  HISTORY     - 20040427 POOR             USPSQD
 BK2905  HISTORY     - 20060928 GOOD             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.
 BK2905
 BK2905                          STATION RECOVERY (2006)
 BK2905
 BK2905'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2900  **This station is located in a suspected subsidence area (see below).
 BK2900  ___________________________________________________________________
 BK2900  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2900  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2900 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2900 ** and geoid heights are valid at the date of observation. These heights
 BK2900 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2900+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 BK2900
 BK2900  HISTORY     - Date     Condition        Report By
 BK2900  HISTORY     - 1965     MONUMENTED       LADH
 BK2900  HISTORY     - 19981016 GOOD             USPSQD
 BK2900  HISTORY     - 20050120 GOOD             USPSQD
 BK2900  HISTORY     - 20060928 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.
 BK2900
 BK2900                          STATION RECOVERY (2006)
 BK2900
 BK2900'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 BK2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2882  **This station is located in a suspected subsidence area (see below).
 BK2882  ___________________________________________________________________
 BK2882  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2882  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2882 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2882 ** and geoid heights are valid at the date of observation. These heights
 BK2882 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2886  **This station is located in a suspected subsidence area (see below).
 BK2886  ___________________________________________________________________
 BK2886  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2886  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2886 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2886 ** and geoid heights are valid at the date of observation. These heights
 BK2886 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2887  **This station is located in a suspected subsidence area (see below).
 BK2887  ___________________________________________________________________
 BK2887  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BK2887  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2887 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2887 ** and geoid heights are valid at the date of observation. These heights
 BK2887 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2883  **This station is located in a suspected subsidence area (see below).
 BK2883  ___________________________________________________________________
 BK2883  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2883  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2883 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2883 ** and geoid heights are valid at the date of observation. These heights
 BK2883 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2884  **This station is located in a suspected subsidence area (see below).
 BK2884  ___________________________________________________________________
 BK2884  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2884  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2884 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2884 ** and geoid heights are valid at the date of observation. These heights
 BK2884 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2879  **This station is located in a suspected subsidence area (see below).
 BK2879  ___________________________________________________________________
 BK2879  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2879  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2879 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2879 ** and geoid heights are valid at the date of observation. These heights
 BK2879 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2878  **This station is located in a suspected subsidence area (see below).
 BK2878  ___________________________________________________________________
 BK2878  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2878  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2878 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2878 ** and geoid heights are valid at the date of observation. These heights
 BK2878 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2885  **This station is located in a suspected subsidence area (see below).
 BK2885  ___________________________________________________________________
 BK2885  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BK2885  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2885 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2885 ** and geoid heights are valid at the date of observation. These heights
 BK2885 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2880  **This station is located in a suspected subsidence area (see below).
 BK2880  ___________________________________________________________________
 BK2880  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK2880  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2880 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2880 ** and geoid heights are valid at the date of observation. These heights
 BK2880 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2881  **This station is located in a suspected subsidence area (see below).
 BK2881  ___________________________________________________________________
 BK2881  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2881  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2881 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2881 ** and geoid heights are valid at the date of observation. These heights
 BK2881 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2889  **This station is located in a suspected subsidence area (see below).
 BK2889  ___________________________________________________________________
 BK2889  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2889  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2889 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2889 ** and geoid heights are valid at the date of observation. These heights
 BK2889 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5162  **This station is located in a suspected subsidence area (see below).
 BJ5162  ___________________________________________________________________
 BJ5162  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5162  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5162 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5162 ** and geoid heights are valid at the date of observation. These heights
 BJ5162 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5159  **This station is located in a suspected subsidence area (see below).
 BJ5159  ___________________________________________________________________
 BJ5159  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5159  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5159 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5159 ** and geoid heights are valid at the date of observation. These heights
 BJ5159 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2572  **This station is located in a suspected subsidence area (see below).
 BJ2572  ___________________________________________________________________
 BJ2572  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2572  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2572 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2572 ** and geoid heights are valid at the date of observation. These heights
 BJ2572 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2570  **This station is located in a suspected subsidence area (see below).
 BJ2570  ___________________________________________________________________
 BJ2570  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2570  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2570 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2570 ** and geoid heights are valid at the date of observation. These heights
 BJ2570 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2568  **This station is located in a suspected subsidence area (see below).
 BJ2568  ___________________________________________________________________
 BJ2568  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ2568  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2568 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2568 ** and geoid heights are valid at the date of observation. These heights
 BJ2568 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2567  **This station is located in a suspected subsidence area (see below).
 BJ2567  ___________________________________________________________________
 BJ2567  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2567  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2567 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2567 ** and geoid heights are valid at the date of observation. These heights
 BJ2567 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5166  **This station is located in a suspected subsidence area (see below).
 BJ5166  ___________________________________________________________________
 BJ5166  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5166  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5166 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5166 ** and geoid heights are valid at the date of observation. These heights
 BJ5166 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5167  **This station is located in a suspected subsidence area (see below).
 BJ5167  ___________________________________________________________________
 BJ5167  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5167  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5167 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5167 ** and geoid heights are valid at the date of observation. These heights
 BJ5167 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2135  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ2135 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2135 ** and geoid heights are valid at the date of observation. These heights
 BJ2135 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2132  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ2132 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2132 ** and geoid heights are valid at the date of observation. These heights
 BJ2132 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2130  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ2130 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2130 ** and geoid heights are valid at the date of observation. These heights
 BJ2130 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2127  **This station is located in a suspected subsidence area (see below).
 BJ2127  ___________________________________________________________________
 BJ2127  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ2127  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2127 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2127 ** and geoid heights are valid at the date of observation. These heights
 BJ2127 ** must always be validated when used as control.
 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 more information.
 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 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 05.6
 BJ2127:UTM  15      -  28 A 013                                 334 29 55.3
 BJ2127
 BJ2127|---------------------------------------------------------------------|
 BJ2127| PID    Reference Object                     Distance      Geod. Az  |
 BJ2127|                                                           dddmmss.s |
 BJ2127| BJ2124 28 A 013                            APPROX. 1.3 KM 3350020.1 |
 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 = MARCH 13, 2009
 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(2007)-  30 11 46.68590(N)    091 59 51.48855(W)     ADJUSTED  
 BJ2124* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ2124  **This station is located in a suspected subsidence area (see below).
 BJ2124  ___________________________________________________________________
 BJ2124  EPOCH DATE  -        2002.00
 BJ2124  X           -    -192,324.521 (meters)                     COMP
 BJ2124  Y           -  -5,513,977.317 (meters)                     COMP
 BJ2124  Z           -   3,189,192.603 (meters)                     COMP
 BJ2124  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ2124  ELLIP HEIGHT-         -15.703 (meters)          (02/10/07) ADJUSTED
 BJ2124  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ2124  DYNAMIC HT  -          11.7   (meters)      38.    (feet)  COMP
 BJ2124
 BJ2124  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ2124  Type    PID    Designation                      North   East  Ellip
 BJ2124  -------------------------------------------------------------------
 BJ2124  NETWORK BJ2124 28 A 013                          0.16   0.20   3.70
 BJ2124  -------------------------------------------------------------------
 BJ2124  MODELED GRAV-     979,307.5   (mgal)                       NAVD 88
 BJ2124
 BJ2124  VERT ORDER  -  THIRD (See Below)
 BJ2124
 BJ2124.The horizontal coordinates were established by GPS observations
 BJ2124.and adjusted by the National Geodetic Survey in February 2007.
 BJ2124
 BJ2124.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ2124.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ2124.The horizontal coordinates are valid at the epoch date displayed above.
 BJ2124.The epoch date for horizontal control is a decimal equivalence
 BJ2124.of Year/Month/Day.
 BJ2124
 BJ2124.The orthometric height was scaled from a topographic map.
 BJ2124 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2124 ** and geoid heights are valid at the date of observation. These heights
 BJ2124 ** must always be validated when used as control.
 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 more information.
 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 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     -   188,211.091   936,035.197   MT  0.99993154   -0 19 55.8
 BJ2124;SPC LA S     -   617,489.22  3,070,975.48   sFT  0.99993154   -0 19 55.8
 BJ2124;UTM  15      - 3,340,962.019   596,487.330   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  =   0.99971732
 BJ2124
 BJ2124:                Primary Azimuth Mark                     Grid Az
 BJ2124:SPC LA S     -  28 A 014                                 001 32 47.7
 BJ2124:UTM  15      -  28 A 014                                 000 42 36.8
 BJ2124
 BJ2124|---------------------------------------------------------------------|
 BJ2124| PID    Reference Object                     Distance      Geod. Az  |
 BJ2124|                                                           dddmmss.s |
 BJ2124| BJ2117 28 A 014                            APPROX. 1.4 KM 0011251.9 |
 BJ2124| BJ5362 LFT D                               418.630 METERS 0565603.3 |
 BJ2124| BK0241 28 A 015                            APPROX. 2.0 KM 3344333.7 |
 BJ2124|---------------------------------------------------------------------|
 BJ2124
 BJ2124                          SUPERSEDED SURVEY CONTROL
 BJ2124
 BJ2124  ELLIP H (03/19/02)  -15.698  (m)                       GP(       ) 1 1
 BJ2124  NAD 83(1992)-  30 11 46.68564(N)    091 59 51.48781(W) AD(       ) 1
 BJ2124  ELLIP H (01/07/00)  -15.688  (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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2117  **This station is located in a suspected subsidence area (see below).
 BJ2117  ___________________________________________________________________
 BJ2117  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2117  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2117 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2117 ** and geoid heights are valid at the date of observation. These heights
 BJ2117 ** must always be validated when used as control.
 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 more information.
 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 vertical order pertains to the NGVD 29 superseded value.
 BJ2117
 BJ2117.Photographs are available for this station.
 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                                365.445 METERS 10049     |
 BJ2117| BJ5331 NAV REF                             321.127 METERS 12058     |
 BJ2117| BJ5307 STEP 2                              APPROX. 0.7 KM 1270330.0 |
 BJ2117| BJ2124 28 A 013                            APPROX. 1.4 KM 1811252.4 |
 BJ2117| BK0241 28 A 015                            APPROX. 1.0 KM 2970820.7 |
 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 - September 21, 2007
 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  HISTORY     - 20070921 GOOD             JCLS
 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.
 BJ2117
 BJ2117                          STATION RECOVERY (2007)
 BJ2117
 BJ2117'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 BJ2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 12 45.80928(N)    092 00 23.63371(W)     ADJUSTED  
 BK0241* NAVD 88     -        10.75   (meters)      35.3    (feet)  GPS OBS(2006.81)
 BK0241  **This station is located in a suspected subsidence area (see below).
 BK0241  **This station is included in the VTDP model (see below).
 BK0241  ___________________________________________________________________
 BK0241  EPOCH DATE  -        2002.00
 BK0241  X           -    -193,151.745 (meters)                     COMP
 BK0241  Y           -  -5,513,031.203 (meters)                     COMP
 BK0241  Z           -   3,190,765.613 (meters)                     COMP
 BK0241  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK0241  ELLIP HEIGHT-         -16.530 (meters)          (03/12/08) ADJUSTED
 BK0241  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0241
 BK0241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0241  Type    PID    Designation                      North   East  Ellip
 BK0241  -------------------------------------------------------------------
 BK0241  NETWORK BK0241 28 A 015                          0.94   0.78   2.10
 BK0241  -------------------------------------------------------------------
 BK0241  ELLP ORDER  -  THIRD     CLASS I
 BK0241
 BK0241.The horizontal coordinates were established by GPS observations
 BK0241.and adjusted by the National Geodetic Survey in February 2007.
 BK0241
 BK0241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK0241.high-resolution geoid model.
 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 with a Vertical Time-dependent
 BK0241 ** Positioning (VTDP) model and has been validated through GPS observations
 BK0241 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 BK0241;SPC LA S     -   190,036.558   935,186.121   MT  0.99993255   -0 20 11.8
 BK0241;SPC LA S     -   623,478.27  3,068,189.80   sFT  0.99993255   -0 20 11.8
 BK0241;UTM  15      - 3,342,774.501   595,611.886   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 28 15.7
 BK0241:UTM  15      -  28 A 014                                 116 38 04.1
 BK0241
 BK0241|---------------------------------------------------------------------|
 BK0241| PID    Reference Object                     Distance      Geod. Az  |
 BK0241|                                                           dddmmss.s |
 BK0241| BJ2117 28 A 014                            APPROX. 1.0 KM 1170803.9 |
 BK0241| BK0240 28 A 016 LADTD                      APPROX. 0.8 KM 3335444.9 |
 BK0241|---------------------------------------------------------------------|
 BK0241
 BK0241                          SUPERSEDED SURVEY CONTROL
 BK0241
 BK0241  ELLIP H (02/10/07)  -16.545  (m)                       GP(       )    
 BK0241  NAD 83(1992)-  30 12 45.80911(N)    092 00 23.63315(W) AD(2004.65) B
 BK0241  ELLIP H (06/22/05)  -16.548  (m)                       GP(2004.65) 4 1
 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  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: 15RWP9561242775(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: LADHGS
 BK0241_PROJECTION: FLUSH
 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 - August 26, 2008
 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  HISTORY     - 20060324 GOOD             NGS
 BK0241  HISTORY     - 20080826 GOOD             JCLS
 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.
 BK0241
 BK0241                          STATION RECOVERY (2006)
 BK0241
 BK0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0241'RECOVERED AS DESCRIBED.
 BK0241
 BK0241                          STATION RECOVERY (2008)
 BK0241
 BK0241'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BK0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0240  **This station is located in a suspected subsidence area (see below).
 BK0240  ___________________________________________________________________
 BK0240  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BK0240  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0240 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0240 ** and geoid heights are valid at the date of observation. These heights
 BK0240 ** must always be validated when used as control.
 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 more information.
 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 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 58.6
 BK0240:UTM  15      -  28 A 017                                 335 31 46.6
 BK0240
 BK0240|---------------------------------------------------------------------|
 BK0240| PID    Reference Object                     Distance      Geod. Az  |
 BK0240|                                                           dddmmss.s |
 BK0240| BK0398 28 A 017                            APPROX. 0.7 KM 3360139.9 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0398  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0398 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0398 ** and geoid heights are valid at the date of observation. These heights
 BK0398 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2737  **This station is located in a suspected subsidence area (see below).
 BK2737  ___________________________________________________________________
 BK2737  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2737  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2737 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2737 ** and geoid heights are valid at the date of observation. These heights
 BK2737 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0233  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0233 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0233 ** and geoid heights are valid at the date of observation. These heights
 BK0233 ** must always be validated when used as control.
 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 more information.
 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 vertical order pertains to the first NAVD 88 superseded value.
 BK0233
 BK0233.Photographs are available for this station.
 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  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 - September 19, 2007
 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  HISTORY     - 20070919 GOOD             JCLS
 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.
 BK0233
 BK0233                          STATION RECOVERY (2007)
 BK0233
 BK0233'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 BK0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2736  **This station is located in a suspected subsidence area (see below).
 BK2736  ___________________________________________________________________
 BK2736  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK2736  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2736 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2736 ** and geoid heights are valid at the date of observation. These heights
 BK2736 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2733  **This station is located in a suspected subsidence area (see below).
 BK2733  ___________________________________________________________________
 BK2733  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2733  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2733 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2733 ** and geoid heights are valid at the date of observation. These heights
 BK2733 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2426  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2426 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2426 ** and geoid heights are valid at the date of observation. These heights
 BK2426 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2720  **This station is located in a suspected subsidence area (see below).
 BK2720  ___________________________________________________________________
 BK2720  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2720  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2720 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2720 ** and geoid heights are valid at the date of observation. These heights
 BK2720 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2424  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2424 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2424 ** and geoid heights are valid at the date of observation. These heights
 BK2424 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2702  **This station is located in a suspected subsidence area (see below).
 BK2702  ___________________________________________________________________
 BK2702  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2702  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2702 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2702 ** and geoid heights are valid at the date of observation. These heights
 BK2702 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 BK2423 ***********************************************************************
 BK2423  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 17 49.41091(N)    092 01 28.29561(W)     ADJUSTED  
 BK2423* NAVD 88     -        14.74   (meters)      48.4    (feet)  GPS OBS(2006.81)
 BK2423  **This station is located in a suspected subsidence area (see below).
 BK2423  ___________________________________________________________________
 BK2423  EPOCH DATE  -        2002.00
 BK2423  X           -    -194,713.726 (meters)                     COMP
 BK2423  Y           -  -5,508,266.248 (meters)                     COMP
 BK2423  Z           -   3,198,843.132 (meters)                     COMP
 BK2423  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK2423  ELLIP HEIGHT-         -12.623 (meters)          (03/12/08) ADJUSTED
 BK2423  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BK2423  HORZ ORDER  -  A
 BK2423  ELLP ORDER  -  THIRD     CLASS I
 BK2423
 BK2423.The horizontal coordinates were established by GPS observations
 BK2423.and adjusted by the National Geodetic Survey in March 2008.
 BK2423
 BK2423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2423.The horizontal coordinates are valid at the epoch date displayed above.
 BK2423.The epoch date for horizontal control is a decimal equivalence
 BK2423.of Year/Month/Day.
 BK2423
 BK2423.The orthometric height was determined by GPS observations and a
 BK2423.high-resolution geoid model.
 BK2423 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2423 ** and geoid heights are valid at the date of observation. These heights
 BK2423 ** must always be validated when used as control.
 BK2423 ** The orthometric height was determined by GPS observations using
 BK2423 ** precise GPS observation and processing techniques and a new
 BK2423 ** realization of GEOID03. It supersedes any height that may have been
 BK2423 ** previously determined for this station.
 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
 BK2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2423
 BK2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2423
 BK2423.The ellipsoidal height was determined by GPS observations
 BK2423.and is referenced to NAD 83.
 BK2423
 BK2423.The geoid height was determined by GEOID03.
 BK2423
 BK2423;                    North         East     Units Scale Factor Converg.
 BK2423;SPC LA S     -   199,395.051   933,513.313   MT  0.99993905   -0 20 44.2
 BK2423;SPC LA S     -   654,181.93  3,062,701.59   sFT  0.99993905   -0 20 44.2
 BK2423;UTM  15      - 3,352,105.454   593,802.929   MT  0.99970855   +0 29 31.7
 BK2423
 BK2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2423!SPC LA S     -   1.00000198  x   0.99993905  =   0.99994103
 BK2423!UTM  15      -   1.00000198  x   0.99970855  =   0.99971053
 BK2423
 BK2423                          SUPERSEDED SURVEY CONTROL
 BK2423
 BK2423  NAD 83(1992)-  30 17 49.41165(N)    092 01 28.29181(W) AD(       ) 2
 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    3  
 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: LADHGS
 BK2423_PROJECTION: FLUSH
 BK2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - September 24, 2008
 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     - 20060526 GOOD             NGS
 BK2423  HISTORY     - 20060803 GOOD             USPSQD
 BK2423  HISTORY     - 20080924 GOOD             JCLS
 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 NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK2423'RECOVERED IN GOOD CONDITION. WITHIN THE TOWN OF LAFAYETTE LA FROM THE
 BK2423'JUNCTION OF I-10 AND I-49, TAKE I-10 EAST OR WEST BOUND TO EXIT 103B
 BK2423'NORTHBOUND ONTO I-49N AND US 167 NORTH.  PROCEED NORTHWEST 2.25 MI
 BK2423'(3.6 KM) TO THE TOWN OF CARENCRO LA, THEN EXIT RAMP 2.  PROCEED 0.3 MI
 BK2423'(0.5 KM) DOWN EXIT RAMP 2 TO GLORIA SWITCH ROAD.  TAKE A RIGHT THEN AN
 BK2423'IMMEDIATE LEFT ACROSS THE DIVIDED ROAD AT THE SIGNAL LIGHT ONTO THE
 BK2423'FRONTAGE ROAD NAMED NORTHEAST EVANGELINE THWY, THENCE NORTHWEST ALONG
 BK2423'FRONTAGE ROAD FOR 0.1 MI (0.16 KM) TO THE MARK ON RIGHT ON THE OUTSIDE
 BK2423'FENCE FOR THE RANCH OUTLET WESTERN STORE, BETWEEN 2 STEEL WITNESS
 BK2423'POSTS.
 BK2423
 BK2423                          STATION RECOVERY (2006)
 BK2423
 BK2423'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2423'RECOVERED IN GOOD CONDITION.
 BK2423
 BK2423                          STATION RECOVERY (2008)
 BK2423
 BK2423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BK2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2704  **This station is located in a suspected subsidence area (see below).
 BK2704  ___________________________________________________________________
 BK2704  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2704  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2704 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2704 ** and geoid heights are valid at the date of observation. These heights
 BK2704 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2705  **This station is located in a suspected subsidence area (see below).
 BK2705  ___________________________________________________________________
 BK2705  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2705  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2705 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2705 ** and geoid heights are valid at the date of observation. These heights
 BK2705 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2706  **This station is located in a suspected subsidence area (see below).
 BK2706  ___________________________________________________________________
 BK2706  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2706  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2706 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2706 ** and geoid heights are valid at the date of observation. These heights
 BK2706 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2710  **This station is located in a suspected subsidence area (see below).
 BK2710  ___________________________________________________________________
 BK2710  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2710  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2710 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2710 ** and geoid heights are valid at the date of observation. These heights
 BK2710 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2711  **This station is located in a suspected subsidence area (see below).
 BK2711  ___________________________________________________________________
 BK2711  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2711  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2711 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2711 ** and geoid heights are valid at the date of observation. These heights
 BK2711 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2715  **This station is located in a suspected subsidence area (see below).
 BK2715  ___________________________________________________________________
 BK2715  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2715  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2715 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2715 ** and geoid heights are valid at the date of observation. These heights
 BK2715 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2714  **This station is located in a suspected subsidence area (see below).
 BK2714  ___________________________________________________________________
 BK2714  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK2714  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2714 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2714 ** and geoid heights are valid at the date of observation. These heights
 BK2714 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2722  **This station is located in a suspected subsidence area (see below).
 BK2722  ___________________________________________________________________
 BK2722  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2722  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2722 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2722 ** and geoid heights are valid at the date of observation. These heights
 BK2722 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2417  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2417 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2417 ** and geoid heights are valid at the date of observation. These heights
 BK2417 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2416  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2416 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2416 ** and geoid heights are valid at the date of observation. These heights
 BK2416 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2686  **This station is located in a suspected subsidence area (see below).
 BK2686  ___________________________________________________________________
 BK2686  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2686  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2686 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2686 ** and geoid heights are valid at the date of observation. These heights
 BK2686 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2415  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2415 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2415 ** and geoid heights are valid at the date of observation. These heights
 BK2415 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0599  **This station is located in a suspected subsidence area (see below).
 BK0599  ___________________________________________________________________
 BK0599  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK0599  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0599 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0599 ** and geoid heights are valid at the date of observation. These heights
 BK0599 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0600  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0600 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0600 ** and geoid heights are valid at the date of observation. These heights
 BK0600 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2413  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2413 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2413 ** and geoid heights are valid at the date of observation. These heights
 BK2413 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2695  **This station is located in a suspected subsidence area (see below).
 BK2695  ___________________________________________________________________
 BK2695  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2695  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2695 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2695 ** and geoid heights are valid at the date of observation. These heights
 BK2695 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2696  **This station is located in a suspected subsidence area (see below).
 BK2696  ___________________________________________________________________
 BK2696  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK2696  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2696 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2696 ** and geoid heights are valid at the date of observation. These heights
 BK2696 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2412  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2412 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2412 ** and geoid heights are valid at the date of observation. These heights
 BK2412 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2689  **This station is located in a suspected subsidence area (see below).
 BK2689  ___________________________________________________________________
 BK2689  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK2689  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2689 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2689 ** and geoid heights are valid at the date of observation. These heights
 BK2689 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2697  **This station is located in a suspected subsidence area (see below).
 BK2697  ___________________________________________________________________
 BK2697  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2697  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2697 ** and geoid heights are valid at the date of observation. These heights
 BK2697 ** must always be validated when used as control.
 BK2697 ** The orthometric height has not been validated since last determined
 BK2697 ** by differential leveling and should not be used for control purposes.
 BK2697 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2697 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2697 ** epoch indicated which incorporates improved geoid heights for the
 BK2697 ** Southern Louisiana Subsidence area.
 BK2697 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2411  **This station is located in a suspected subsidence area (see below).
 BK2411  ___________________________________________________________________
 BK2411  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK2411  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK2411  DYNAMIC HT  -          15.1   (meters)      50.    (feet)  COMP
 BK2411  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 BK2411
 BK2411  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2411 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2411 ** and geoid heights are valid at the date of observation. These heights
 BK2411 ** must always be validated when used as control.
 BK2411 ** The orthometric height has not been validated since last determined
 BK2411 ** by differential leveling and should not be used for control purposes.
 BK2411 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2411 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2411 ** epoch indicated which incorporates improved geoid heights for the
 BK2411 ** Southern Louisiana Subsidence area.
 BK2411 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2691  **This station is located in a suspected subsidence area (see below).
 BK2691  ___________________________________________________________________
 BK2691  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2691  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2691 ** and geoid heights are valid at the date of observation. These heights
 BK2691 ** must always be validated when used as control.
 BK2691 ** The orthometric height has not been validated since last determined
 BK2691 ** by differential leveling and should not be used for control purposes.
 BK2691 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2691 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2691 ** epoch indicated which incorporates improved geoid heights for the
 BK2691 ** Southern Louisiana Subsidence area.
 BK2691 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2690  **This station is located in a suspected subsidence area (see below).
 BK2690  ___________________________________________________________________
 BK2690  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2690  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2690 ** and geoid heights are valid at the date of observation. These heights
 BK2690 ** must always be validated when used as control.
 BK2690 ** The orthometric height has not been validated since last determined
 BK2690 ** by differential leveling and should not be used for control purposes.
 BK2690 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2690 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2690 ** epoch indicated which incorporates improved geoid heights for the
 BK2690 ** Southern Louisiana Subsidence area.
 BK2690 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2692  **This station is located in a suspected subsidence area (see below).
 BK2692  ___________________________________________________________________
 BK2692  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2692  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2692 ** and geoid heights are valid at the date of observation. These heights
 BK2692 ** must always be validated when used as control.
 BK2692 ** The orthometric height has not been validated since last determined
 BK2692 ** by differential leveling and should not be used for control purposes.
 BK2692 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2692 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2692 ** epoch indicated which incorporates improved geoid heights for the
 BK2692 ** Southern Louisiana Subsidence area.
 BK2692 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2699  **This station is located in a suspected subsidence area (see below).
 BK2699  ___________________________________________________________________
 BK2699  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2699  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2699 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2699 ** and geoid heights are valid at the date of observation. These heights
 BK2699 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2698  **This station is located in a suspected subsidence area (see below).
 BK2698  ___________________________________________________________________
 BK2698  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BK2698  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2698 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2698 ** and geoid heights are valid at the date of observation. These heights
 BK2698 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5202  **This station is located in a suspected subsidence area (see below).
 BJ5202  ___________________________________________________________________
 BJ5202  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ5202  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5202 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5202 ** and geoid heights are valid at the date of observation. These heights
 BJ5202 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5201  **This station is located in a suspected subsidence area (see below).
 BJ5201  ___________________________________________________________________
 BJ5201  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5201  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5201 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5201 ** and geoid heights are valid at the date of observation. These heights
 BJ5201 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5199  **This station is located in a suspected subsidence area (see below).
 BJ5199  ___________________________________________________________________
 BJ5199  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ5199  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5199 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5199 ** and geoid heights are valid at the date of observation. These heights
 BJ5199 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5198  **This station is located in a suspected subsidence area (see below).
 BJ5198  ___________________________________________________________________
 BJ5198  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5198  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5198 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5198 ** and geoid heights are valid at the date of observation. These heights
 BJ5198 ** must always be validated when used as control.
 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 more information.
 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
 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 58.3
 BJ5198:UTM  15      -  28 B 008                                 061 52 41.7
 BJ5198
 BJ5198|---------------------------------------------------------------------|
 BJ5198| PID    Reference Object                     Distance      Geod. Az  |
 BJ5198|                                                           dddmmss.s |
 BJ5198| BJ5197 28 B 008                            APPROX. 1.3 KM 0622445.8 |
 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    3  
 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 = MARCH 13, 2009
 BJ5197 ***********************************************************************
 BJ5197  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 17 27.86909(N)    091 55 40.19584(W)     ADJUSTED  
 BJ5197* NAVD 88     -         8.27   (meters)      27.1    (feet)  GPS OBS(2006.81)
 BJ5197  **This station is located in a suspected subsidence area (see below).
 BJ5197  ___________________________________________________________________
 BJ5197  EPOCH DATE  -        2002.00
 BJ5197  X           -    -185,428.577 (meters)                     COMP
 BJ5197  Y           -  -5,508,915.855 (meters)                     COMP
 BJ5197  Z           -   3,198,267.098 (meters)                     COMP
 BJ5197  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5197  ELLIP HEIGHT-         -19.095 (meters)          (03/12/08) ADJUSTED
 BJ5197  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ5197  HORZ ORDER  -  A
 BJ5197  ELLP ORDER  -  THIRD     CLASS I
 BJ5197
 BJ5197.The horizontal coordinates were established by GPS observations
 BJ5197.and adjusted by the National Geodetic Survey in March 2008.
 BJ5197
 BJ5197.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5197.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5197.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5197.The epoch date for horizontal control is a decimal equivalence
 BJ5197.of Year/Month/Day.
 BJ5197
 BJ5197.The orthometric height was determined by GPS observations and a
 BJ5197.high-resolution geoid model.
 BJ5197 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5197 ** and geoid heights are valid at the date of observation. These heights
 BJ5197 ** must always be validated when used as control.
 BJ5197 ** The orthometric height was determined by GPS observations using
 BJ5197 ** precise GPS observation and processing techniques and a new
 BJ5197 ** realization of GEOID03. It supersedes any height that may have been
 BJ5197 ** previously determined for this station.
 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
 BJ5197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ5197
 BJ5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ5197
 BJ5197.The ellipsoidal height was determined by GPS observations
 BJ5197.and is referenced to NAD 83.
 BJ5197
 BJ5197.The geoid height was determined by GEOID03.
 BJ5197
 BJ5197;                    North         East     Units Scale Factor Converg.
 BJ5197;SPC LA S     -   198,679.568   942,810.927   MT  0.99993852   -0 17 50.1
 BJ5197;SPC LA S     -   651,834.55  3,093,205.52   sFT  0.99993852   -0 17 50.1
 BJ5197;UTM  15      - 3,351,526.143   603,107.973   MT  0.99973116   +0 32 27.0
 BJ5197
 BJ5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5197!SPC LA S     -   1.00000300  x   0.99993852  =   0.99994152
 BJ5197!UTM  15      -   1.00000300  x   0.99973116  =   0.99973416
 BJ5197
 BJ5197:                Primary Azimuth Mark                     Grid Az
 BJ5197:SPC LA S     -  28 B 009                                 060 50 59.6
 BJ5197:UTM  15      -  28 B 009                                 060 00 42.5
 BJ5197
 BJ5197|---------------------------------------------------------------------|
 BJ5197| PID    Reference Object                     Distance      Geod. Az  |
 BJ5197|                                                           dddmmss.s |
 BJ5197| BJ5196 28 B 009                            APPROX. 0.6 KM 0603309.5 |
 BJ5197|---------------------------------------------------------------------|
 BJ5197
 BJ5197                          SUPERSEDED SURVEY CONTROL
 BJ5197
 BJ5197  NAD 83(1992)-  30 17 27.86963(N)    091 55 40.19208(W) AD(       ) 2
 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_STAMPING: 28B008 1973
 BJ5197_MARK LOGO: LADHGS
 BJ5197_PROJECTION: FLUSH
 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 - May 11, 2006
 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  HISTORY     - 20060511 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.
 BJ5197
 BJ5197                          STATION RECOVERY (2006)
 BJ5197
 BJ5197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ5197'MARK RECOVERED IN GOOD CONDITION.  MARK IS 1.3 FT (0.4 M) EAST OF AN
 BJ5197'ORANGE COLORED FIBERGLASS WITNESS POST.  A SECURITY TIE DOWN WITH AN
 BJ5197'EYE BOLT CEMENTED IN CONCRETE IS 1 FT (0.3 M) WEST OF MARK
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5196  **This station is located in a suspected subsidence area (see below).
 BJ5196  ___________________________________________________________________
 BJ5196  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5196  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5196 ** and geoid heights are valid at the date of observation. These heights
 BJ5196 ** must always be validated when used as control.
 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 more information.
 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
 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 20.9
 BJ5196:UTM  15      -  28 B 010                                 075 49 03.5
 BJ5196
 BJ5196|---------------------------------------------------------------------|
 BJ5196| PID    Reference Object                     Distance      Geod. Az  |
 BJ5196|                                                           dddmmss.s |
 BJ5196| BJ5195 28 B 010                            APPROX. 0.6 KM 0762140.4 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5195  **This station is located in a suspected subsidence area (see below).
 BJ5195  ___________________________________________________________________
 BJ5195  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5195  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5195 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5195 ** and geoid heights are valid at the date of observation. These heights
 BJ5195 ** must always be validated when used as control.
 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 more information.
 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
 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 09.7
 BJ5195:UTM  15      -  POLKVILLE S CEN BELL MW MAST             056 53 52.1
 BJ5195
 BJ5195|---------------------------------------------------------------------|
 BJ5195| PID    Reference Object                     Distance      Geod. Az  |
 BJ5195|                                                           dddmmss.s |
 BJ5195| BJ5183 POLKVILLE S CEN BELL MW MAST        APPROX.10.0 KM 0572640.4 |
 BJ5195| BJ5190 BREAUX AZ MK                        APPROX. 2.0 KM 0731429.9 |
 BJ5195| BJ5189 BREAUX BRIDGE TANK                  APPROX. 3.3 KM 1162429.6 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5200  **This station is located in a suspected subsidence area (see below).
 BJ5200  ___________________________________________________________________
 BJ5200  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5200  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5200 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5200 ** and geoid heights are valid at the date of observation. These heights
 BJ5200 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BK0385 ***********************************************************************
 BK0385  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0385  DESIGNATION -  28 V 11 RESET
 BK0385  PID         -  BK0385
 BK0385  STATE/COUNTY-  LA/VERMILION
 BK0385  USGS QUAD   -  DUSON (1983)
 BK0385
 BK0385                         *CURRENT SURVEY CONTROL
 BK0385  ___________________________________________________________________
 BK0385* NAD 83(2007)-  30 09 40.17966(N)    092 14 35.73166(W)     ADJUSTED  
 BK0385* NAVD 88     -         6.54   (meters)      21.5    (feet)  GPS OBS(2006.81)
 BK0385  **This station is located in a suspected subsidence area (see below).
 BK0385  ___________________________________________________________________
 BK0385  EPOCH DATE  -        2002.00
 BK0385  X           -    -216,037.208 (meters)                     COMP
 BK0385  Y           -  -5,515,054.658 (meters)                     COMP
 BK0385  Z           -   3,185,822.584 (meters)                     COMP
 BK0385  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK0385  ELLIP HEIGHT-         -20.663 (meters)          (03/12/08) ADJUSTED
 BK0385  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK0385  HORZ ORDER  -  A
 BK0385  ELLP ORDER  -  THIRD     CLASS I
 BK0385
 BK0385.The horizontal coordinates were established by GPS observations
 BK0385.and adjusted by the National Geodetic Survey in March 2008.
 BK0385
 BK0385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0385.The horizontal coordinates are valid at the epoch date displayed above.
 BK0385.The epoch date for horizontal control is a decimal equivalence
 BK0385.of Year/Month/Day.
 BK0385
 BK0385.The orthometric height was determined by GPS observations and a
 BK0385.high-resolution geoid model.
 BK0385 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0385 ** and geoid heights are valid at the date of observation. These heights
 BK0385 ** must always be validated when used as control.
 BK0385 ** The orthometric height was determined by GPS observations using
 BK0385 ** precise GPS observation and processing techniques and a new
 BK0385 ** realization of GEOID03. It supersedes any height that may have been
 BK0385 ** previously determined for this station.
 BK0385 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0385 ** epoch indicated which incorporates improved geoid heights for the
 BK0385 ** Southern Louisiana Subsidence area.
 BK0385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0385
 BK0385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0385
 BK0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0385
 BK0385.The ellipsoidal height was determined by GPS observations
 BK0385.and is referenced to NAD 83.
 BK0385
 BK0385.The geoid height was determined by GEOID03.
 BK0385
 BK0385;                    North         East     Units Scale Factor Converg.
 BK0385;SPC LA S     -   184,478.412   912,353.972   MT  0.99992964   -0 27 17.9
 BK0385;SPC LA S     -   605,242.92  2,993,281.32   sFT  0.99992964   -0 27 17.9
 BK0385;UTM  15      - 3,336,885.304   572,868.776   MT  0.99966551   +0 22 48.8
 BK0385
 BK0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0385!SPC LA S     -   1.00000325  x   0.99992964  =   0.99993288
 BK0385!UTM  15      -   1.00000325  x   0.99966551  =   0.99966875
 BK0385
 BK0385                          SUPERSEDED SURVEY CONTROL
 BK0385
 BK0385  NGVD 29 (??/??/??)    7.01   (m)           23.0    (f) RESET       3  
 BK0385
 BK0385.Superseded values are not recommended for survey control.
 BK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0385.See file dsdata.txt to determine how the superseded data were derived.
 BK0385
 BK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7286936885(NAD 83)
 BK0385_MARKER: DD = SURVEY DISK
 BK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0385_SP_SET: CONCRETE POST
 BK0385_STAMPING: 28V11 RESET 1975
 BK0385_MARK LOGO: LADHGS
 BK0385_PROJECTION: FLUSH
 BK0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0385+STABILITY: SURFACE MOTION
 BK0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0385+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 BK0385
 BK0385  HISTORY     - Date     Condition        Report By
 BK0385  HISTORY     - 1975     MONUMENTED       NGS
 BK0385  HISTORY     - 1987     GOOD             LADTD
 BK0385  HISTORY     - 19910907 GOOD             USPSQD
 BK0385  HISTORY     - 19950913 GOOD             USPSQD
 BK0385  HISTORY     - 20060531 GOOD             NGS
 BK0385
 BK0385                          STATION DESCRIPTION
 BK0385
 BK0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BK0385'2.4 MI N FROM INDIAN BAYOU.
 BK0385'LOCATED ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 700 FROM THE INDIAN
 BK0385'BAYOU SCHOOL IN INDIAN BAYOU, 0.1 MILE SOUTH OF THE INTERSECTION OF
 BK0385'STATE HIGHWAYS 700 AND 342, ON PROPERTY OWNED BY MR CLEVELAND LEGER
 BK0385'SR. 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LEGER HOME, 23
 BK0385'FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE LEGER HOME,
 BK0385'32 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 700, 9.5 FEET SOUTH OF
 BK0385'A POWER POLE, 33 FEET NORTH OF THE CENTER OF A SHELL DRIVEWAY, 1 FOOT
 BK0385'NORTH OF A CHAIN LINK FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS
 BK0385'POST.  IT IS A USC AND GS AND STATE SURVEY DISK STAMPED 28V11 RESET
 BK0385'1975 SET IN THE TOP OF A 10=INCH CONCRETE POST FLUSH WITH THE GROUND.
 BK0385
 BK0385                          STATION RECOVERY (1987)
 BK0385
 BK0385'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK0385'RECOVERED IN GOOD CONDITION.
 BK0385
 BK0385                          STATION RECOVERY (1991)
 BK0385
 BK0385'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0385'RECOVERED IN GOOD CONDITION.
 BK0385
 BK0385                          STATION RECOVERY (1995)
 BK0385
 BK0385'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0385'RECOVERED IN GOOD CONDITION.
 BK0385
 BK0385                          STATION RECOVERY (2006)
 BK0385
 BK0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0385'RECOVERED AS DESCRIBED.  THE POWER POLE 9.5 FT (2.9 M) TO NORTH IS
 BK0385'NUMBER 32 66 94 F.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 BK0397* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK0397  **This station is located in a suspected subsidence area (see below).
 BK0397  ___________________________________________________________________
 BK0397  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK0397  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0397 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0397 ** and geoid heights are valid at the date of observation. These heights
 BK0397 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0422  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0422 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0422 ** and geoid heights are valid at the date of observation. These heights
 BK0422 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 BK0456 ***********************************************************************
 BK0456  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0456  DESIGNATION -  28 V 40
 BK0456  PID         -  BK0456
 BK0456  STATE/COUNTY-  LA/LAFAYETTE
 BK0456  USGS QUAD   -  DUSON (1983)
 BK0456
 BK0456                         *CURRENT SURVEY CONTROL
 BK0456  ___________________________________________________________________
 BK0456* NAD 83(2007)-  30 08 56.79862(N)    092 10 31.77407(W)     ADJUSTED  
 BK0456* NAVD 88     -         7.14   (meters)      23.4    (feet)  GPS OBS(2006.81)
 BK0456  **This station is located in a suspected subsidence area (see below).
 BK0456  ___________________________________________________________________
 BK0456  EPOCH DATE  -        2002.00
 BK0456  X           -    -209,539.678 (meters)                     COMP
 BK0456  Y           -  -5,515,977.420 (meters)                     COMP
 BK0456  Z           -   3,184,667.848 (meters)                     COMP
 BK0456  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK0456  ELLIP HEIGHT-         -20.036 (meters)          (03/12/08) ADJUSTED
 BK0456  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK0456  HORZ ORDER  -  A
 BK0456  ELLP ORDER  -  THIRD     CLASS I
 BK0456
 BK0456.The horizontal coordinates were established by GPS observations
 BK0456.and adjusted by the National Geodetic Survey in March 2008.
 BK0456
 BK0456.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0456.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0456.The horizontal coordinates are valid at the epoch date displayed above.
 BK0456.The epoch date for horizontal control is a decimal equivalence
 BK0456.of Year/Month/Day.
 BK0456
 BK0456.The orthometric height was determined by GPS observations and a
 BK0456.high-resolution geoid model.
 BK0456 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0456 ** and geoid heights are valid at the date of observation. These heights
 BK0456 ** must always be validated when used as control.
 BK0456 ** The orthometric height was determined by GPS observations using
 BK0456 ** precise GPS observation and processing techniques and a new
 BK0456 ** realization of GEOID03. It supersedes any height that may have been
 BK0456 ** previously determined for this station.
 BK0456 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0456 ** epoch indicated which incorporates improved geoid heights for the
 BK0456 ** Southern Louisiana Subsidence area.
 BK0456 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0456
 BK0456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0456
 BK0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0456
 BK0456.The ellipsoidal height was determined by GPS observations
 BK0456.and is referenced to NAD 83.
 BK0456
 BK0456.The geoid height was determined by GEOID03.
 BK0456
 BK0456;                    North         East     Units Scale Factor Converg.
 BK0456;SPC LA S     -   183,092.805   918,871.403   MT  0.99992908   -0 25 15.9
 BK0456;SPC LA S     -   600,696.98  3,014,663.93   sFT  0.99992908   -0 25 15.9
 BK0456;UTM  15      - 3,335,595.179   579,404.027   MT  0.99967778   +0 24 50.9
 BK0456
 BK0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0456!SPC LA S     -   1.00000315  x   0.99992908  =   0.99993223
 BK0456!UTM  15      -   1.00000315  x   0.99967778  =   0.99968093
 BK0456
 BK0456                          SUPERSEDED SURVEY CONTROL
 BK0456
 BK0456  NGVD 29 (??/??/??)    7.532  (m)           24.71   (f) ADJUSTED    2 0
 BK0456
 BK0456.Superseded values are not recommended for survey control.
 BK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0456.See file dsdata.txt to determine how the superseded data were derived.
 BK0456
 BK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7940435595(NAD 83)
 BK0456_MARKER: DD = SURVEY DISK
 BK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0456_SP_SET: CONCRETE POST
 BK0456_STAMPING: 28V40 1968
 BK0456_MARK LOGO: LADHGS
 BK0456_PROJECTION: FLUSH
 BK0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0456+STABILITY: SURFACE MOTION
 BK0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0456+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 BK0456
 BK0456  HISTORY     - Date     Condition        Report By
 BK0456  HISTORY     - 1968     MONUMENTED       LADTD
 BK0456  HISTORY     - 1974     GOOD             NGS
 BK0456  HISTORY     - 1987     GOOD             LADTD
 BK0456  HISTORY     - 19950330 GOOD             USPSQD
 BK0456  HISTORY     - 20040306 GOOD             USPSQD
 BK0456  HISTORY     - 20041006 GOOD             LADTD
 BK0456  HISTORY     - 20060531 GOOD             NGS
 BK0456  HISTORY     - 20061009 GOOD             LADTD
 BK0456  HISTORY     - 20080826 GOOD             JCLS
 BK0456
 BK0456                          STATION DESCRIPTION
 BK0456
 BK0456'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0456'5.95 MI NE FROM LEROY.
 BK0456'ABOUT 1.00 MILE EAST ALONG LOUISIANA HIGHWAY 699 FROM THE CATHOLIC
 BK0456'CHURCH IN THE TOWN OF LEROY TO THE INTERSECTION OF LOUISIANA HIGHWAYS
 BK0456'343 AND 699.  THENCE ABOUT 4.95 MILES NORTH ALONG LOUISIANA HIGHWAY
 BK0456'343.  ABOUT 6.65 MILES SOUTH ALONG LOUISIANA HIGHWAY 343 FROM THE
 BK0456'INTERSECTION OF U.S. HIGHWAY 90 AND LOUISIANA HIGHWAY 343 IN THE TOWN
 BK0456'OF DUSON.  IN SECTION 21, T10S, R3E.  45.4 FEET EAST OF THE CENTERLINE
 BK0456'OF LOUISIANA HIGHWAY 343, 24.0 FEET NORTH OF THE CENTERLINE OF A
 BK0456'PRIVATE ROAD LEADING EAST, 1.0 FOOT NORTH OF A BARBED WIRE FENCE
 BK0456'RUNNING EAST AND WEST, 3.9 FEET EAST OF A BARBED WIRE FENCE RUNNING
 BK0456'NORTH AND SOUTH.  SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES
 BK0456'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT EAST OF THE
 BK0456'MARK.
 BK0456
 BK0456                          STATION RECOVERY (1974)
 BK0456
 BK0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BK0456'RECOVERED IN GOOD CONDITION.
 BK0456
 BK0456                          STATION RECOVERY (1987)
 BK0456
 BK0456'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK0456'ABOUT 1.6 KM (1 MI) EAST ON STATE HIGHWAY 699 FROM THE CATHOLIC CHURCH
 BK0456'IN LEROY TO THE JUNCTION OF STATE HIGHWAYS 699 AND 343, THENCE 8.1 KM
 BK0456'(5 MI) NORTH ON HIGHWAY 343 OR 10.7 KM (6.65 MI) SOUTH ON STATE
 BK0456'HIGHWAY 343 FROM THE JUNCTION OF U.S.HIGHWAY 90 IN DUSON TO THE MARK
 BK0456'EAST OF THE HIGHWAY, 13.9 METERS (45.5 FT) EAST OF THE CENTER OF THE
 BK0456'HIGHWAY, 7.3 METERS (24 FT) NORTH OF THE CENTER OF A PRIVATE ROAD
 BK0456'LEADING EAST, 5 METERS (16.5 FT) NORTHEAST OF THE NORTH END OF A METAL
 BK0456'CULVERT UNDER THE DRIVE AND 9.7 METERS (6 FT) NORTH-NORTHWEST OF THE
 BK0456'WEST END OF A METAL CULVERT.
 BK0456'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 BK0456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK0456
 BK0456                          STATION RECOVERY (1995)
 BK0456
 BK0456'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0456'RECOVERED IN GOOD CONDITION.
 BK0456
 BK0456                          STATION RECOVERY (2004)
 BK0456
 BK0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK0456'RECOVERED IN GOOD CONDITION.
 BK0456
 BK0456                          STATION RECOVERY (2004)
 BK0456
 BK0456'RECOVERY NOTE BY LA TRANSP AND DEV 2004 (MTR)
 BK0456'ABOUT 0.8 MI SOUTH ON HIGHWAY 343 FROM THE INTERSECTION OF STATE
 BK0456'HIGHWAYS 342 AND 343, ON THE EAST SIDE OF THE HIGHWAY, 45.5 FEET EAST
 BK0456'OF THE CENTER OF THE HIGHWAY, 24 FEET NORTH OF THE CENTER OF A PRIVATE
 BK0456'ROAD LEADING EAST, 15.1 FEET EAST OF THE NORTH END OF A METAL CULVERT
 BK0456'UNDER THE DRIVE.
 BK0456'THE MARK IS 1 FOOT EAST OF A WITNESS POST.
 BK0456'THE MARK IS LEVEL WITH THE GROUND
 BK0456
 BK0456                          STATION RECOVERY (2006)
 BK0456
 BK0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0456'MARK IS ABOUT 7 MI (11.3 KM) SOUTH OF I-10 AND 11 MI (17.7 KM) SW OF
 BK0456'LAFAYETTE. RECOVERED AS DESCRIBED.
 BK0456' 
 BK0456'TO REACH FROM MAURICE, JUNCTION OF U.S. 167 AND STATE ROUTE 92, GO 3.0
 BK0456'MI (4.8 KM) WEST ALONG LA-92 TO LA-343. TURN RIGHT AND GO 2.8 MI (4.5
 BK0456'KM) NORTH TO THE MARK ON THE RIGHT.
 BK0456
 BK0456                          STATION RECOVERY (2006)
 BK0456
 BK0456'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BK0456'RECOVERED IN GOOD CONDITION.
 BK0456
 BK0456                          STATION RECOVERY (2008)
 BK0456
 BK0456'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BK0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0442 ***********************************************************************
 BK0442  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0442  DESIGNATION -  28 V 51
 BK0442  PID         -  BK0442
 BK0442  STATE/COUNTY-  LA/LAFAYETTE
 BK0442  USGS QUAD   -  MILTON (1994)
 BK0442
 BK0442                         *CURRENT SURVEY CONTROL
 BK0442  ___________________________________________________________________
 BK0442* NAD 83(2007)-  30 06 32.67674(N)    092 01 04.96228(W)     ADJUSTED  
 BK0442* NAVD 88     -         7.23   (meters)      23.7    (feet)  GPS OBS(2006.81)
 BK0442  **This station is located in a suspected subsidence area (see below).
 BK0442  ___________________________________________________________________
 BK0442  EPOCH DATE  -        2002.00
 BK0442  X           -    -194,459.553 (meters)                     COMP
 BK0442  Y           -  -5,518,758.782 (meters)                     COMP
 BK0442  Z           -   3,180,829.586 (meters)                     COMP
 BK0442  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK0442  ELLIP HEIGHT-         -19.869 (meters)          (03/12/08) ADJUSTED
 BK0442  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BK0442  HORZ ORDER  -  A
 BK0442  ELLP ORDER  -  THIRD     CLASS I
 BK0442
 BK0442.The horizontal coordinates were established by GPS observations
 BK0442.and adjusted by the National Geodetic Survey in March 2008.
 BK0442
 BK0442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0442.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0442.The horizontal coordinates are valid at the epoch date displayed above.
 BK0442.The epoch date for horizontal control is a decimal equivalence
 BK0442.of Year/Month/Day.
 BK0442
 BK0442.The orthometric height was determined by GPS observations and a
 BK0442.high-resolution geoid model.
 BK0442 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0442 ** and geoid heights are valid at the date of observation. These heights
 BK0442 ** must always be validated when used as control.
 BK0442 ** The orthometric height was determined by GPS observations using
 BK0442 ** precise GPS observation and processing techniques and a new
 BK0442 ** realization of GEOID03. It supersedes any height that may have been
 BK0442 ** previously determined for this station.
 BK0442 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0442 ** epoch indicated which incorporates improved geoid heights for the
 BK0442 ** Southern Louisiana Subsidence area.
 BK0442 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0442
 BK0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0442
 BK0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0442
 BK0442.The ellipsoidal height was determined by GPS observations
 BK0442.and is referenced to NAD 83.
 BK0442
 BK0442.The geoid height was determined by GEOID03.
 BK0442
 BK0442;                    North         East     Units Scale Factor Converg.
 BK0442;SPC LA S     -   178,554.212   934,012.255   MT  0.99992752   -0 20 32.5
 BK0442;SPC LA S     -   585,806.61  3,064,338.54   sFT  0.99992752   -0 20 32.5
 BK0442;UTM  15      - 3,331,278.762   594,605.854   MT  0.99971042   +0 29 33.5
 BK0442
 BK0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0442!SPC LA S     -   1.00000312  x   0.99992752  =   0.99993064
 BK0442!UTM  15      -   1.00000312  x   0.99971042  =   0.99971354
 BK0442
 BK0442                          SUPERSEDED SURVEY CONTROL
 BK0442
 BK0442  NGVD 29 (??/??/??)    7.348  (m)           24.11   (f) ADJUSTED    1 2
 BK0442
 BK0442.Superseded values are not recommended for survey control.
 BK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0442.See file dsdata.txt to determine how the superseded data were derived.
 BK0442
 BK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9460631279(NAD 83)
 BK0442_MARKER: DD = SURVEY DISK
 BK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0442_SP_SET: CONCRETE POST
 BK0442_STAMPING: 28V51 1968
 BK0442_MARK LOGO: LADHGS
 BK0442_PROJECTION: FLUSH
 BK0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0442+STABILITY: SURFACE MOTION
 BK0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0442+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 BK0442
 BK0442  HISTORY     - Date     Condition        Report By
 BK0442  HISTORY     - 1968     MONUMENTED       LADTD
 BK0442  HISTORY     - 1982     GOOD             NGS
 BK0442  HISTORY     - 1986     GOOD             NGS
 BK0442  HISTORY     - 20060602 GOOD             NGS
 BK0442  HISTORY     - 20080826 GOOD             JCLS
 BK0442
 BK0442                          STATION DESCRIPTION
 BK0442
 BK0442'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0442'2.45 MI NW FROM YOUNGSVILLE.
 BK0442'ABOUT 0.25 MILE NORTH ALONG LOUISIANA HIGHWAY 89 FROM THE ST. ANN
 BK0442'CATHOLIC CHURCH IN YOUNGSVILLE TO THE INTERSECTION OF LOUISIANA
 BK0442'HIGHWAYS 89 AND 92.  THENCE ABOUT 2.20 MILES NORTHWEST ALONG LOUISIANA
 BK0442'HIGHWAY 92.  ABOUT 3.80 MILES EAST ALONG LOUISIANA HIGHWAY 92 FROM THE
 BK0442'EAST END OF THE VERMILION RIVER BRIDGE IN MILTON.  IN SECTION 12,
 BK0442'T11S, R4E.  47.6 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 92,
 BK0442'40.3 FEET EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 100.0 FEET
 BK0442'NORTHEAST OF THE SOUTHEAST CORNER OF A BRICK VENEER RESIDENCE
 BK0442'BELONGING TO FELIX P. BROUSSARD, 148.2 FEET NORTHWEST OF THE NORTHWEST
 BK0442'CORNER OF A WOOD FRAME RESIDENCE BELONGING TO FELIX P. BROUSSARD, 0.6
 BK0442'FEET EAST OF A CHAIN-LINK FENCE.  SET IN TOP OF A CONCRETE POST SET
 BK0442'FLUSH WITH THE GROUND.  A STEEL WITNESS POST IS SET 1.0 FOOT SOUTH OF
 BK0442'THE MARK.
 BK0442
 BK0442                          STATION RECOVERY (1982)
 BK0442
 BK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0442'RECOVERED IN GOOD CONDITION.
 BK0442
 BK0442                          STATION RECOVERY (1986)
 BK0442
 BK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK0442'RECOVERED IN GOOD CONDITION.
 BK0442
 BK0442                          STATION RECOVERY (2006)
 BK0442
 BK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0442'RECOVERED IN GOOD CONDITION AND AS DESCRIBED - NGS MAY 2006
 BK0442
 BK0442                          STATION RECOVERY (2008)
 BK0442
 BK0442'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BK0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0540 ***********************************************************************
 BK0540  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0540  DESIGNATION -  28 V 58
 BK0540  PID         -  BK0540
 BK0540  STATE/COUNTY-  LA/LAFAYETTE
 BK0540  USGS QUAD   -  CARENCRO (1983)
 BK0540
 BK0540                         *CURRENT SURVEY CONTROL
 BK0540  ___________________________________________________________________
 BK0540* NAD 83(2007)-  30 16 31.69928(N)    092 06 45.06182(W)     ADJUSTED  
 BK0540* NAVD 88     -        11.43   (meters)      37.5    (feet)  GPS OBS(2006.81)
 BK0540  **This station is located in a suspected subsidence area (see below).
 BK0540  ___________________________________________________________________
 BK0540  EPOCH DATE  -        2002.00
 BK0540  X           -    -203,217.062 (meters)                     COMP
 BK0540  Y           -  -5,509,163.915 (meters)                     COMP
 BK0540  Z           -   3,196,775.057 (meters)                     COMP
 BK0540  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK0540  ELLIP HEIGHT-         -15.915 (meters)          (03/12/08) ADJUSTED
 BK0540  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BK0540  HORZ ORDER  -  A
 BK0540  ELLP ORDER  -  THIRD     CLASS I
 BK0540
 BK0540.The horizontal coordinates were established by GPS observations
 BK0540.and adjusted by the National Geodetic Survey in March 2008.
 BK0540
 BK0540.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0540.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0540.The horizontal coordinates are valid at the epoch date displayed above.
 BK0540.The epoch date for horizontal control is a decimal equivalence
 BK0540.of Year/Month/Day.
 BK0540
 BK0540.The orthometric height was determined by GPS observations and a
 BK0540.high-resolution geoid model.
 BK0540 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0540 ** and geoid heights are valid at the date of observation. These heights
 BK0540 ** must always be validated when used as control.
 BK0540 ** The orthometric height was determined by GPS observations using
 BK0540 ** precise GPS observation and processing techniques and a new
 BK0540 ** realization of GEOID03. It supersedes any height that may have been
 BK0540 ** previously determined for this station.
 BK0540 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0540 ** epoch indicated which incorporates improved geoid heights for the
 BK0540 ** Southern Louisiana Subsidence area.
 BK0540 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0540
 BK0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0540
 BK0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0540
 BK0540.The ellipsoidal height was determined by GPS observations
 BK0540.and is referenced to NAD 83.
 BK0540
 BK0540.The geoid height was determined by GEOID03.
 BK0540
 BK0540;                    North         East     Units Scale Factor Converg.
 BK0540;SPC LA S     -   197,056.530   925,033.245   MT  0.99993718   -0 23 22.6
 BK0540;SPC LA S     -   646,509.63  3,034,879.90   sFT  0.99993718   -0 23 22.6
 BK0540;UTM  15      - 3,349,643.836   585,359.963   MT  0.99968989   +0 26 50.9
 BK0540
 BK0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0540!SPC LA S     -   1.00000250  x   0.99993718  =   0.99993968
 BK0540!UTM  15      -   1.00000250  x   0.99968989  =   0.99969239
 BK0540
 BK0540                          SUPERSEDED SURVEY CONTROL
 BK0540
 BK0540  NGVD 29 (??/??/??)   11.638  (m)           38.18   (f) ADJUSTED    2 0
 BK0540
 BK0540.Superseded values are not recommended for survey control.
 BK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0540.See file dsdata.txt to determine how the superseded data were derived.
 BK0540
 BK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8536049644(NAD 83)
 BK0540_MARKER: DD = SURVEY DISK
 BK0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0540_STAMPING: 28V58 1973
 BK0540_MARK LOGO: LADHGS
 BK0540_PROJECTION: RECESSED 18 CENTIMETERS
 BK0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0540+STABILITY: SURFACE MOTION
 BK0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0540+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 BK0540
 BK0540  HISTORY     - Date     Condition        Report By
 BK0540  HISTORY     - 1973     MONUMENTED       LADTD
 BK0540  HISTORY     - 19950306 MARK NOT FOUND   USPSQD
 BK0540  HISTORY     - 20060526 GOOD             NGS
 BK0540
 BK0540                          STATION DESCRIPTION
 BK0540
 BK0540'DESCRIBED BY LA TRANSP AND DEV 1973
 BK0540'3.55 MI NW FROM SCOTT.
 BK0540'FROM THE SOUTHERN PACIFIC RAILROAD DEPOT IN SCOTT, THENCE ABOUT 3.55
 BK0540'MILES NORTHWEST ALONG LOUISIANA HIGHWAY 93, 92 FEET WEST OF THE
 BK0540'CENTERLINE OF LOUISIANA HIGHWAY 93, 52 FEET WEST OF A POWER POLE, 39
 BK0540'FEET SOUTH OF THE SOUTHWEST CORNER OF HEBERTS BRICK STORE, ABOUT 200
 BK0540'FEET SOUTHWEST OF THE INTERSECTION OF LOUISIANA HIGHWAY 93 AND LA.
 BK0540'HIGHWAY 723 AT OSSUN, 52 FEET WEST OF A STEEL WITNESS POST, DISK IN
 BK0540'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 12, T 9 S,
 BK0540'R 3 E.
 BK0540
 BK0540                          STATION RECOVERY (1995)
 BK0540
 BK0540'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0540'MARK NOT FOUND.
 BK0540
 BK0540                          STATION RECOVERY (2006)
 BK0540
 BK0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RWA)
 BK0540'RECOVERED AS DESCRIBED.
 BK0540' 
 BK0540'TO REACH FROM I-10 EXIT 97, JUNCTION OF STATE HIGHWAY 93 IN SCOTT, GO
 BK0540'2.0 MI (3.2 KM) NORTH TO THE MARK ON THE LEFT AT ROMERO'S GROCERY
 BK0540'STORE (FORMERLY HEBERTS BRICK STORE IN 1973), RECESSED 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0408 ***********************************************************************
 BK0408  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0408  DESIGNATION -  28 V 9
 BK0408  PID         -  BK0408
 BK0408  STATE/COUNTY-  LA/LAFAYETTE
 BK0408  USGS QUAD   -  LAFAYETTE (1994)
 BK0408
 BK0408                         *CURRENT SURVEY CONTROL
 BK0408  ___________________________________________________________________
 BK0408* NAD 83(2007)-  30 08 07.74182(N)    092 06 23.00304(W)     ADJUSTED  
 BK0408* NAVD 88     -         5.86   (meters)      19.2    (feet)  GPS OBS(2006.81)
 BK0408  **This station is located in a suspected subsidence area (see below).
 BK0408  ___________________________________________________________________
 BK0408  EPOCH DATE  -        2002.00
 BK0408  X           -    -202,914.680 (meters)                     COMP
 BK0408  Y           -  -5,516,983.082 (meters)                     COMP
 BK0408  Z           -   3,183,360.879 (meters)                     COMP
 BK0408  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK0408  ELLIP HEIGHT-         -21.288 (meters)          (03/12/08) ADJUSTED
 BK0408  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK0408  HORZ ORDER  -  A
 BK0408  ELLP ORDER  -  THIRD     CLASS I
 BK0408
 BK0408.The horizontal coordinates were established by GPS observations
 BK0408.and adjusted by the National Geodetic Survey in March 2008.
 BK0408
 BK0408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0408.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0408.The horizontal coordinates are valid at the epoch date displayed above.
 BK0408.The epoch date for horizontal control is a decimal equivalence
 BK0408.of Year/Month/Day.
 BK0408
 BK0408.The orthometric height was determined by GPS observations and a
 BK0408.high-resolution geoid model.
 BK0408 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0408 ** and geoid heights are valid at the date of observation. These heights
 BK0408 ** must always be validated when used as control.
 BK0408 ** The orthometric height was determined by GPS observations using
 BK0408 ** precise GPS observation and processing techniques and a new
 BK0408 ** realization of GEOID03. It supersedes any height that may have been
 BK0408 ** previously determined for this station.
 BK0408 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0408 ** epoch indicated which incorporates improved geoid heights for the
 BK0408 ** Southern Louisiana Subsidence area.
 BK0408 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0408
 BK0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0408
 BK0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0408
 BK0408.The ellipsoidal height was determined by GPS observations
 BK0408.and is referenced to NAD 83.
 BK0408
 BK0408.The geoid height was determined by GEOID03.
 BK0408
 BK0408;                    North         East     Units Scale Factor Converg.
 BK0408;SPC LA S     -   181,535.422   925,518.082   MT  0.99992849   -0 23 11.5
 BK0408;SPC LA S     -   595,587.46  3,036,470.57   sFT  0.99992849   -0 23 11.5
 BK0408;UTM  15      - 3,334,135.206   586,071.072   MT  0.99969140   +0 26 55.2
 BK0408
 BK0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0408!SPC LA S     -   1.00000334  x   0.99992849  =   0.99993183
 BK0408!UTM  15      -   1.00000334  x   0.99969140  =   0.99969474
 BK0408
 BK0408                          SUPERSEDED SURVEY CONTROL
 BK0408
 BK0408  NGVD 29 (??/??/??)    6.388  (m)           20.96   (f) ADJUSTED    2 0
 BK0408
 BK0408.Superseded values are not recommended for survey control.
 BK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0408.See file dsdata.txt to determine how the superseded data were derived.
 BK0408
 BK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8607134135(NAD 83)
 BK0408_MARKER: DD = SURVEY DISK
 BK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0408_STAMPING: 28V9 1967
 BK0408_MARK LOGO: LADHGS
 BK0408_PROJECTION: FLUSH
 BK0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0408+STABILITY: SURFACE MOTION
 BK0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0408+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 BK0408
 BK0408  HISTORY     - Date     Condition        Report By
 BK0408  HISTORY     - 1967     MONUMENTED       LADTD
 BK0408  HISTORY     - 1981     GOOD             LADTD
 BK0408  HISTORY     - 19910701 GOOD             USPSQD
 BK0408  HISTORY     - 19950215 GOOD             USPSQD
 BK0408  HISTORY     - 20030512 GOOD             USPSQD
 BK0408  HISTORY     - 20040918 GOOD             USPSQD
 BK0408  HISTORY     - 20060531 GOOD             NGS
 BK0408  HISTORY     - 20080826 GOOD             JCLS
 BK0408
 BK0408                          STATION DESCRIPTION
 BK0408
 BK0408'DESCRIBED BY LA TRANSP AND DEV 1967
 BK0408'2.40 MI NE FROM MAURICE.
 BK0408'THE STATION IS LOCATED ABOUT 2.40 MILES NORTHEAST ALONG U.S. HIGHWAY
 BK0408'167 FROM THE MAURICE BRANCH OF THE BANK OF ABBEVILLE AND TRUST COMPANY
 BK0408'BUILDING IN MAURICE, IN SECTION 85, T10S, R4E, 90.0 FEET WEST OF
 BK0408'CENTERLINE OF U.S. HIGHWAY 167, 48.5 FEET SOUTH-SOUTHWEST OF THE
 BK0408'SOUTHEAST CORNER OF A GROCERY STORE OWNED BY LYNN HEBERT, 63.0 FEET
 BK0408'SOUTH-SOUTHEAST OF NORTHEAST CORNER OF RESIDENCE BELONGING TO LYNN
 BK0408'HEBERT, 0.5 FEET NORTH OF CHAIN-LINK FENCE, 1.0 FEET WEST OF A STEEL
 BK0408'WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 BK0408'POST THAT IS FLUSH WITH THE GROUND.  STATION IS STAMPED 28V9 - 1967.
 BK0408
 BK0408                          STATION RECOVERY (1981)
 BK0408
 BK0408'RECOVERY NOTE BY LA TRANSP AND DEV 1981
 BK0408'RECOVERED IN GOOD CONDITION.
 BK0408
 BK0408                          STATION RECOVERY (1991)
 BK0408
 BK0408'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0408'RECOVERED IN GOOD CONDITION.
 BK0408
 BK0408                          STATION RECOVERY (1995)
 BK0408
 BK0408'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0408'RECOVERED IN GOOD CONDITION.
 BK0408
 BK0408                          STATION RECOVERY (2003)
 BK0408
 BK0408'RECOVERY NOTE BY US POWER SQUADRON 2003 (CRB)
 BK0408'RECOVERED IN GOOD CONDITION.
 BK0408
 BK0408                          STATION RECOVERY (2004)
 BK0408
 BK0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (KMV)
 BK0408' 
 BK0408' 
 BK0408
 BK0408                          STATION RECOVERY (2006)
 BK0408
 BK0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0408'TO REACH FROM I-10 EXIT 100, JUNCTION OF AMBASSADOR CAFFERY PARKWAY AT
 BK0408'LAFAYETTE, GO 1.0 MI (1.6 KM) SOUTH ALONG THE PARKWAY TO U.S. HIGHWAY
 BK0408'90. CONTINUE 0.2 MI (0.3 KM) SOUTH ALONG AMBASSADOR PARKWAY TO A
 BK0408'Y-JUNCTION AT BERTRAND DRIVE. TURN RIGHT AND FOLLOW THE PARKWAY 3.9 MI
 BK0408'(6.3 KM) SOUTHWEST AND SOUTH TO U.S. HIGHWAY 167. TURN RIGHT FOR 3.5
 BK0408'MI (5.6 KM) SW ON U.S. 167 TO THE MARK ON THE RIGHT AT MHIRE'S GROCERY
 BK0408'AND SPECIALTY MEAT STORE, NEXT TO A FENCE.
 BK0408
 BK0408                          STATION RECOVERY (2008)
 BK0408
 BK0408'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BK0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3336  **This station is located in a suspected subsidence area (see below).
 AU3336  ___________________________________________________________________
 AU3336  X           -      -6,894.074 (meters)                     COMP
 AU3336  Y           -  -5,532,502.237 (meters)                     COMP
 AU3336  Z           -   3,162,961.302 (meters)                     COMP
 AU3336  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU3336  ELLIP HEIGHT-         -19.954 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 AU3336 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3336 ** and geoid heights are valid at the date of observation. These heights
 AU3336 ** must always be validated when used as control.
 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 more information.
 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 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  ELLIP H (01/21/93)  -19.945  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ0033+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 CQ0033
 CQ0033  HISTORY     - Date     Condition        Report By
 CQ0033  HISTORY     - UNK      MONUMENTED       LA2410
 CQ0033  HISTORY     - 1969     GOOD             CGS
 CQ0033  HISTORY     - 20030301 GOOD             USPSQD
 CQ0033  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0033
 CQ0033                          STATION RECOVERY (2008)
 CQ0033
 CQ0033'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4500  **This station is located in a suspected subsidence area (see below).
 BJ4500  ___________________________________________________________________
 BJ4500  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4500  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4500 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4500 ** and geoid heights are valid at the date of observation. These heights
 BJ4500 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4464  **This station is located in a suspected subsidence area (see below).
 BJ4464  ___________________________________________________________________
 BJ4464  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4464  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4464 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4464 ** and geoid heights are valid at the date of observation. These heights
 BJ4464 ** must always be validated when used as control.
 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 more information.
 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 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 09, 2008
 BJ4464
 BJ4464  HISTORY     - Date     Condition        Report By
 BJ4464  HISTORY     - 1979     MONUMENTED       LADTD
 BJ4464  HISTORY     - 19960116 GOOD             LADTD
 BJ4464  HISTORY     - 20080109 GOOD             SJB
 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.
 BJ4464
 BJ4464                          STATION RECOVERY (2008)
 BJ4464
 BJ4464'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (SMR)
 BJ4464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4463  **This station is located in a suspected subsidence area (see below).
 BJ4463  ___________________________________________________________________
 BJ4463  X           -     -79,399.152 (meters)                     COMP
 BJ4463  Y           -  -5,518,940.009 (meters)                     COMP
 BJ4463  Z           -   3,185,425.146 (meters)                     COMP
 BJ4463  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4463  ELLIP HEIGHT-         -24.278 (meters)          (01/21/03) ADJUSTED
 BJ4463  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4463 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4463 ** and geoid heights are valid at the date of observation. These heights
 BJ4463 ** must always be validated when used as control.
 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 more information.
 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 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)  -24.271  (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 - January 09, 2008
 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  HISTORY     - 20080109 GOOD             SJB
 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.
 BJ4463
 BJ4463                          STATION RECOVERY (2008)
 BJ4463
 BJ4463'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (SMR)
 BJ4463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 09 14.96941(N)    090 48 38.05922(W)     ADJUSTED  
 BJ4462* NAVD 88     -         8.06   (meters)      26.4    (feet)  GPS OBS(2006.81)
 BJ4462  **This station is located in a suspected subsidence area (see below).
 BJ4462  ___________________________________________________________________
 BJ4462  EPOCH DATE  -        2002.00
 BJ4462  X           -     -78,085.084 (meters)                     COMP
 BJ4462  Y           -  -5,519,123.861 (meters)                     COMP
 BJ4462  Z           -   3,185,152.430 (meters)                     COMP
 BJ4462  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4462  ELLIP HEIGHT-         -18.532 (meters)          (03/12/08) ADJUSTED
 BJ4462  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BJ4462
 BJ4462  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ4462  Type    PID    Designation                      North   East  Ellip
 BJ4462  -------------------------------------------------------------------
 BJ4462  NETWORK BJ4462 3 H 019                           0.45   0.43   1.04
 BJ4462  -------------------------------------------------------------------
 BJ4462  ELLP ORDER  -  THIRD     CLASS I
 BJ4462
 BJ4462.The horizontal coordinates were established by GPS observations
 BJ4462.and adjusted by the National Geodetic Survey in February 2007.
 BJ4462
 BJ4462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ4462.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ4462.The horizontal coordinates are valid at the epoch date displayed above.
 BJ4462.The epoch date for horizontal control is a decimal equivalence
 BJ4462.of Year/Month/Day.
 BJ4462
 BJ4462.The orthometric height was determined by GPS observations and a
 BJ4462.high-resolution geoid model.
 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 any height that may have been
 BJ4462 ** previously 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
 BJ4462.Photographs are available for this station.
 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     -   183,469.041 1,050,357.420   MT  0.99992931   +0 15 41.0
 BJ4462;SPC LA S     -   601,931.35  3,446,047.64   sFT  0.99992931   +0 15 41.0
 BJ4462;UTM  15      - 3,337,891.948   710,863.732   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 06.5
 BJ4462:UTM  15      -  LAVERT 1973 RM 3                         097 51 46.7
 BJ4462
 BJ4462|---------------------------------------------------------------------|
 BJ4462| PID    Reference Object                     Distance      Geod. Az  |
 BJ4462|                                                           dddmmss.s |
 BJ4462| BJ4461 LAVERT 1973 RM 3                    APPROX. 1.6 KM 0985747.5 |
 BJ4462| BJ4463 3 H 018                             APPROX. 1.4 KM 2833700.5 |
 BJ4462|---------------------------------------------------------------------|
 BJ4462
 BJ4462                          SUPERSEDED SURVEY CONTROL
 BJ4462
 BJ4462  ELLIP H (02/10/07)  -18.525  (m)                       GP(       )    
 BJ4462  NAD 83(1992)-  30 09 14.96950(N)    090 48 38.05909(W) AD(       ) B
 BJ4462  ELLIP H (12/29/04)  -18.526  (m)                       GP(       ) 4 1
 BJ4462  ELLIP H (02/12/02)  -18.551  (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)  -18.484  (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: LADHGS
 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 - January 09, 2008
 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     - 20060518 GOOD             NGS
 BJ4462  HISTORY     - 20060607 GOOD             LADTD
 BJ4462  HISTORY     - 20080109 GOOD             SJB
 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 NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ4462'RECOVERED AS DESCRIBED. DNR DEEP-ROD MARK 61/1-10 RESET IS 6.05 FT
 BJ4462'(1.8 M) ON GRID AZIMUTH 283 45 20 FROM 3 H 019.
 BJ4462
 BJ4462                          STATION RECOVERY (2006)
 BJ4462
 BJ4462'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (BLR)
 BJ4462'RECOVERED IN GOOD CONDITION.
 BJ4462
 BJ4462                          STATION RECOVERY (2008)
 BJ4462
 BJ4462'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (SMR)
 BJ4462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ1067 ***********************************************************************
 BJ1067  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1067  DESIGNATION -  3 V 13
 BJ1067  PID         -  BJ1067
 BJ1067  STATE/COUNTY-  LA/ASCENSION
 BJ1067  USGS QUAD   -  CARVILLE (1992)
 BJ1067
 BJ1067                         *CURRENT SURVEY CONTROL
 BJ1067  ___________________________________________________________________
 BJ1067* NAD 83(2007)-  30 12 44.66017(N)    091 00 49.40862(W)     ADJUSTED  
 BJ1067* NAVD 88     -         5.43   (meters)      17.8    (feet)  GPS OBS(2006.81)
 BJ1067  **This station is located in a suspected subsidence area (see below).
 BJ1067  ___________________________________________________________________
 BJ1067  EPOCH DATE  -        2002.00
 BJ1067  X           -     -97,596.132 (meters)                     COMP
 BJ1067  Y           -  -5,515,563.948 (meters)                     COMP
 BJ1067  Z           -   3,190,732.585 (meters)                     COMP
 BJ1067  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ1067  ELLIP HEIGHT-         -21.399 (meters)          (03/12/08) ADJUSTED
 BJ1067  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BJ1067  HORZ ORDER  -  A
 BJ1067  ELLP ORDER  -  THIRD     CLASS I
 BJ1067
 BJ1067.The horizontal coordinates were established by GPS observations
 BJ1067.and adjusted by the National Geodetic Survey in March 2008.
 BJ1067
 BJ1067.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1067.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1067.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1067.The epoch date for horizontal control is a decimal equivalence
 BJ1067.of Year/Month/Day.
 BJ1067
 BJ1067.The orthometric height was determined by GPS observations and a
 BJ1067.high-resolution geoid model.
 BJ1067 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1067 ** and geoid heights are valid at the date of observation. These heights
 BJ1067 ** must always be validated when used as control.
 BJ1067 ** The orthometric height was determined by GPS observations using
 BJ1067 ** precise GPS observation and processing techniques and a new
 BJ1067 ** realization of GEOID03. It supersedes any height that may have been
 BJ1067 ** previously determined for this station.
 BJ1067 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1067 ** epoch indicated which incorporates improved geoid heights for the
 BJ1067 ** Southern Louisiana Subsidence area.
 BJ1067 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1067
 BJ1067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1067
 BJ1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1067
 BJ1067.The ellipsoidal height was determined by GPS observations
 BJ1067.and is referenced to NAD 83.
 BJ1067
 BJ1067.The geoid height was determined by GEOID03.
 BJ1067
 BJ1067;                    North         East     Units Scale Factor Converg.
 BJ1067;SPC LA S     -   189,853.689 1,030,769.857   MT  0.99993253   +0 09 35.3
 BJ1067;SPC LA S     -   622,878.31  3,381,784.11   sFT  0.99993253   +0 09 35.3
 BJ1067;UTM  15      - 3,343,989.967   691,181.423   MT  1.00005094   +0 59 59.3
 BJ1067
 BJ1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1067!SPC LA S     -   1.00000336  x   0.99993253  =   0.99993589
 BJ1067!UTM  15      -   1.00000336  x   1.00005094  =   1.00005430
 BJ1067
 BJ1067                          SUPERSEDED SURVEY CONTROL
 BJ1067
 BJ1067  NGVD 29 (??/??/??)    5.691  (m)           18.67   (f) ADJUSTED    1 1
 BJ1067
 BJ1067.Superseded values are not recommended for survey control.
 BJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1067.See file dsdata.txt to determine how the superseded data were derived.
 BJ1067
 BJ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9118143990(NAD 83)
 BJ1067_MARKER: DD = SURVEY DISK
 BJ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1067_STAMPING: 3V13 1969
 BJ1067_MARK LOGO: LADHGS
 BJ1067_PROJECTION: FLUSH
 BJ1067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1067+STABILITY: SURFACE MOTION
 BJ1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BJ1067+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 BJ1067
 BJ1067  HISTORY     - Date     Condition        Report By
 BJ1067  HISTORY     - 1969     MONUMENTED       LADH
 BJ1067  HISTORY     - 1976     GOOD             NGS
 BJ1067  HISTORY     - 20060524 GOOD             NGS
 BJ1067  HISTORY     - 20080107 GOOD             SJB
 BJ1067
 BJ1067                          STATION DESCRIPTION
 BJ1067
 BJ1067'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BJ1067'0.85 MI NE FROM GEISMAR.
 BJ1067'ABOUT 0.85 MILE NORTHEAST ALONG STATE HIGHWAY 73 FROM POST OFFICE IN
 BJ1067'GEISMAR.  0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 73 FROM INTERSECTION
 BJ1067'OF NEW STATE HIGHWAY 30 AND STATE HIGHWAY 73.  IT IS 39.0 FEET
 BJ1067'SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 73, 31.6 FEET NORTHEAST OF
 BJ1067'NORTH END OF SOUTH CULVERT UNDER PRIVATE DRIVE AT BORDENS CHEMICAL
 BJ1067'PLANT.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND
 BJ1067'LEVEL AND 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.
 BJ1067
 BJ1067                          STATION RECOVERY (1976)
 BJ1067
 BJ1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BJ1067'0.9 MILES NORTHEAST OF JUNCTION OF STATE HIGHWAY 75 AND 73 IN
 BJ1067'GEISMAR, 0.65 MILES SOUTHWEST ALONG STATE HIGHWAY 73 FROM THE
 BJ1067'JUNCTION OF STATE HIGHWAY 30 AND 73, 39 FEET SOUTHEAST OF CENTER
 BJ1067'LINE OF STATE HIGHWAY 73, 31.6 FEET NORTHEAST OF NORTH END OF SOUTH
 BJ1067'CULVERT UNDER PRIVATE DRIVE AT BORDENS CHEMICAL PLANT.
 BJ1067
 BJ1067                          STATION RECOVERY (2006)
 BJ1067
 BJ1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1067'MARK RECOVERED IN GOOD CONDITION.  MARK IS LOCATED WEST OF GONZALES
 BJ1067'LA.  TO REACH TAKE LA-30 (WEST BRITTANY HIGHWAY) WEST FROM THE I-10
 BJ1067'EXIT NUMBER 177 INTERCHANGE FOR 3.9 MI (6.3 KM) TURN LEFT (SOUTHWEST)
 BJ1067'ONTO LA-73 FOR 0.65 MI (1.0 KM) TO MARK ON LEFT NEXT TO A CHAIN LINK
 BJ1067'FENCE 1 FT (0.3 M) NORTHWEST OF A STEEL WITNESS POST, 39.0 FT (11.9 M)
 BJ1067'SOUTHEAST OF THE CENTERLINE OF LA-73, 31.6 FT (9.6 M) NORTHEAST OF
 BJ1067'NORTH END OF THE SOUTHERN MOST CULVERT RUNNING UNDER A PRIVATE DRIVE.
 BJ1067
 BJ1067                          STATION RECOVERY (2008)
 BJ1067
 BJ1067'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (MLB)
 BJ1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2116  **This station is located in a suspected subsidence area (see below).
 BJ2116  ___________________________________________________________________
 BJ2116  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ2116  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2116 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2116 ** and geoid heights are valid at the date of observation. These heights
 BJ2116 ** must always be validated when used as control.
 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 more information.
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2116+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 BJ2116
 BJ2116  HISTORY     - Date     Condition        Report By
 BJ2116  HISTORY     - 1969     MONUMENTED       LADH
 BJ2116  HISTORY     - 20080107 GOOD             SJB
 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.
 BJ2116
 BJ2116                          STATION RECOVERY (2008)
 BJ2116
 BJ2116'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (MLB)
 BJ2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ1739 ***********************************************************************
 BJ1739  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1739  DESIGNATION -  3 V 61
 BJ1739  PID         -  BJ1739
 BJ1739  STATE/COUNTY-  LA/ASCENSION
 BJ1739  USGS QUAD   -  GONZALES (1991)
 BJ1739
 BJ1739                         *CURRENT SURVEY CONTROL
 BJ1739  ___________________________________________________________________
 BJ1739* NAD 83(2007)-  30 14 13.03614(N)    090 54 45.83230(W)     ADJUSTED  
 BJ1739* NAVD 88     -         2.65   (meters)       8.7    (feet)  GPS OBS(2006.81)
 BJ1739  **This station is located in a suspected subsidence area (see below).
 BJ1739  ___________________________________________________________________
 BJ1739  EPOCH DATE  -        2002.00
 BJ1739  X           -     -87,852.018 (meters)                     COMP
 BJ1739  Y           -  -5,514,355.284 (meters)                     COMP
 BJ1739  Z           -   3,193,082.638 (meters)                     COMP
 BJ1739  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ1739  ELLIP HEIGHT-         -24.146 (meters)          (03/12/08) ADJUSTED
 BJ1739  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BJ1739  HORZ ORDER  -  A
 BJ1739  ELLP ORDER  -  THIRD     CLASS I
 BJ1739
 BJ1739.The horizontal coordinates were established by GPS observations
 BJ1739.and adjusted by the National Geodetic Survey in March 2008.
 BJ1739
 BJ1739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1739.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1739.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1739.The epoch date for horizontal control is a decimal equivalence
 BJ1739.of Year/Month/Day.
 BJ1739
 BJ1739.The orthometric height was determined by GPS observations and a
 BJ1739.high-resolution geoid model.
 BJ1739 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1739 ** and geoid heights are valid at the date of observation. These heights
 BJ1739 ** must always be validated when used as control.
 BJ1739 ** The orthometric height was determined by GPS observations using
 BJ1739 ** precise GPS observation and processing techniques and a new
 BJ1739 ** realization of GEOID03. It supersedes any height that may have been
 BJ1739 ** previously determined for this station.
 BJ1739 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1739 ** epoch indicated which incorporates improved geoid heights for the
 BJ1739 ** Southern Louisiana Subsidence area.
 BJ1739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1739
 BJ1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1739
 BJ1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1739
 BJ1739.The ellipsoidal height was determined by GPS observations
 BJ1739.and is referenced to NAD 83.
 BJ1739
 BJ1739.The geoid height was determined by GEOID03.
 BJ1739
 BJ1739;                    North         East     Units Scale Factor Converg.
 BJ1739;SPC LA S     -   192,606.290 1,040,482.823   MT  0.99993420   +0 12 37.1
 BJ1739;SPC LA S     -   631,909.14  3,413,650.73   sFT  0.99993420   +0 12 37.1
 BJ1739;UTM  15      - 3,346,885.170   700,854.325   MT  1.00009773   +1 03 05.2
 BJ1739
 BJ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1739!SPC LA S     -   1.00000379  x   0.99993420  =   0.99993799
 BJ1739!UTM  15      -   1.00000379  x   1.00009773  =   1.00010152
 BJ1739
 BJ1739                          SUPERSEDED SURVEY CONTROL
 BJ1739
 BJ1739  NGVD 29 (??/??/??)    2.881  (m)            9.45   (f) ADJUSTED    2 0
 BJ1739
 BJ1739.Superseded values are not recommended for survey control.
 BJ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1739.See file dsdata.txt to determine how the superseded data were derived.
 BJ1739
 BJ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0085446885(NAD 83)
 BJ1739_MARKER: DD = SURVEY DISK
 BJ1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ1739_STAMPING: 3V61 1969
 BJ1739_MARK LOGO: LADHGS
 BJ1739_PROJECTION: FLUSH
 BJ1739_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1739+STABILITY: SURFACE MOTION
 BJ1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1739+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2008
 BJ1739
 BJ1739  HISTORY     - Date     Condition        Report By
 BJ1739  HISTORY     - 1969     MONUMENTED       LADH
 BJ1739  HISTORY     - 20060518 GOOD             NGS
 BJ1739  HISTORY     - 20080109 GOOD             SJB
 BJ1739
 BJ1739                          STATION DESCRIPTION
 BJ1739
 BJ1739'DESCRIBED BY LA DEPT OF HIGHWAYS 1969
 BJ1739'1.15 MI S FROM GONZALES.
 BJ1739'ABOUT 0.3 MILES ALONG STATE HIGHWAY 44 FROM THE ST. THERESA CATHOLIC
 BJ1739'CEMETERY IN GONZALES TO JUNCTION OF U.S. 61, THENCE 0.85 MILE
 BJ1739'SOUTHEASTERLY ALONG U.S. 61.  BENCH MARK IS LOCATED ON NORTH SIDE OF
 BJ1739'NEW RIVER AND 37.3 FEET NORTHWEST OF NEW RIVER BRIDGE ABUTMENT, 58.4
 BJ1739'FEET WEST OF CENTERLINE OF SOUTH BOUND TRAFFIC LANE OF U.S. 61, 5.0
 BJ1739'FEET NORTH OF POWER POLE.  BENCH MARK IS SET IN CONCRETE POST
 BJ1739'PROJECTING 3 INCHES ABOVE GROUND AND 1.7 FEET NORTH OF STEEL WITNESS
 BJ1739'POST.
 BJ1739
 BJ1739                          STATION RECOVERY (2006)
 BJ1739
 BJ1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1739'RECOVERED IN GOOD CONDITION.  TO REACH FROM THE I-10 WESTBOUND LANES
 BJ1739'AND LA-30 ON WEST SIDE ON GONZALES, GO 1.55 MI (2.49 KM) EAST ALONG
 BJ1739'LA-30 TO THE INTERSECTION OF LA-44, THENCE TURN LEFT (NORTH) ON LA-44
 BJ1739'AND GO 2.4 MI (3.86 KM) NORTH TO THE INTERSECTION OF US-61, THENCE
 BJ1739'TURN RIGHT (SOUTHEAST) AND GO 0.8 MI (1.29 KM) TO MARK ON THE RIGHT
 BJ1739'AND ALONG THE NORTHWEST SIDE OF NEW RIVER CANAL.  LOOK FOR RAISING
 BJ1739'CANE'S CHICKEN FINGERS WHICH IS NEXT TO CANAL.  THE MARK IS NEXT TO AN
 BJ1739'ORANGE FIBERGLASS WITNESS POST WHICH IS NEXT TO A TELEPHONE POLE WITH
 BJ1739'JUNCTION BOX.
 BJ1739
 BJ1739                          STATION RECOVERY (2008)
 BJ1739
 BJ1739'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (GT)
 BJ1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 02 38.76464(N)    090 39 57.48969(W)     ADJUSTED  
 BJ0678* NAVD 88     -         5.54   (meters)      18.2    (feet)  GPS OBS(2006.81)
 BJ0678  **This station is located in a suspected subsidence area (see below).
 BJ0678  ___________________________________________________________________
 BJ0678  EPOCH DATE  -        2002.00
 BJ0678  X           -     -64,226.820 (meters)                     COMP
 BJ0678  Y           -  -5,525,419.384 (meters)                     COMP
 BJ0678  Z           -   3,174,596.178 (meters)                     COMP
 BJ0678  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ0678  ELLIP HEIGHT-         -20.771 (meters)          (03/12/08) ADJUSTED
 BJ0678  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ0678
 BJ0678  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0678  Type    PID    Designation                      North   East  Ellip
 BJ0678  -------------------------------------------------------------------
 BJ0678  NETWORK BJ0678 30 LLD ANO                        1.39   1.14   2.10
 BJ0678  -------------------------------------------------------------------
 BJ0678  ELLP ORDER  -  THIRD     CLASS I
 BJ0678
 BJ0678.The horizontal coordinates were established by GPS observations
 BJ0678.and adjusted by the National Geodetic Survey in February 2007.
 BJ0678
 BJ0678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0678.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0678.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0678.The epoch date for horizontal control is a decimal equivalence
 BJ0678.of Year/Month/Day.
 BJ0678
 BJ0678.The orthometric height was determined by GPS observations and a
 BJ0678.high-resolution geoid model.
 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 any height that may have been
 BJ0678 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 BJ0678;SPC LA S     -   171,342.213 1,064,357.852   MT  0.99992603   +0 20 01.3
 BJ0678;SPC LA S     -   562,145.24  3,491,980.72   sFT  0.99992603   +0 20 01.3
 BJ0678;UTM  15      - 3,325,967.878   725,043.518   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  ELLIP H (02/10/07)  -20.758  (m)                       GP(       )    
 BJ0678  NAD 83(1992)-  30 02 38.76483(N)    090 39 57.48959(W) AD(       ) B
 BJ0678  ELLIP H (05/09/05)  -20.760  (m)                       GP(       ) 4 2
 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: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ0678_SP_SET: 63 FT. 1-INCH IRON PIPE
 BJ0678_STAMPING: 30 LLD ANO
 BJ0678_MARK LOGO: USACE 
 BJ0678_PROJECTION: RECESSED 3 CENTIMETERS
 BJ0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060714 GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0678'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 22 13.39572(N)    090 43 09.14171(W)     ADJUSTED  
 AH6226* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6226  **This station is located in a suspected subsidence area (see below).
 AH6226  ___________________________________________________________________
 AH6226  EPOCH DATE  -        2002.00
 AH6226  X           -     -69,825.264 (meters)                     COMP
 AH6226  Y           -  -5,562,359.889 (meters)                     COMP
 AH6226  Z           -   3,109,730.807 (meters)                     COMP
 AH6226  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6226  ELLIP HEIGHT-         -24.203 (meters)          (02/10/07) ADJUSTED
 AH6226  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6226
 AH6226  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6226  Type    PID    Designation                      North   East  Ellip
 AH6226  -------------------------------------------------------------------
 AH6226  NETWORK AH6226 3011 01                           1.65   1.59   3.76
 AH6226  -------------------------------------------------------------------
 AH6226
 AH6226.The horizontal coordinates were established by GPS observations
 AH6226.and adjusted by the National Geodetic Survey in February 2007.
 AH6226
 AH6226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6226.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6226.The horizontal coordinates are valid at the epoch date displayed above.
 AH6226.The epoch date for horizontal control is a decimal equivalence
 AH6226.of Year/Month/Day.
 AH6226
 AH6226.The orthometric height was determined by GPS observations and a
 AH6226.high-resolution geoid model.
 AH6226 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6226 ** and geoid heights are valid at the date of observation. These heights
 AH6226 ** must always be validated when used as control.
 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 more information.
 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
 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     -    96,639.234 1,059,624.190   MT  0.99998585   +0 18 25.5
 AH6226;SPC LA S     -   317,057.22  3,476,450.36   sFT  0.99998585   +0 18 25.5
 AH6226;UTM  15      - 3,251,184.365   721,383.156   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 21.3
 AH6226:UTM  15      -  3011 02                                  214 59 38.1
 AH6226
 AH6226|---------------------------------------------------------------------|
 AH6226| PID    Reference Object                     Distance      Geod. Az  |
 AH6226|                                                           dddmmss.s |
 AH6226| AH6225 3011 02                             APPROX. 0.9 KM 2160646.8 |
 AH6226|---------------------------------------------------------------------|
 AH6226
 AH6226                          SUPERSEDED SURVEY CONTROL
 AH6226
 AH6226  ELLIP H (02/21/02)  -24.172  (m)                       GP(       ) 5 1
 AH6226  NAD 83(1992)-  29 22 13.39610(N)    090 43 09.14056(W) AD(       ) 1
 AH6226  ELLIP H (12/17/98)  -24.187  (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 = MARCH 13, 2009
 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(2007)-  29 21 48.63952(N)    090 43 29.75937(W)     ADJUSTED  
 AH6225* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6225  **This station is located in a suspected subsidence area (see below).
 AH6225  ___________________________________________________________________
 AH6225  EPOCH DATE  -        2002.00
 AH6225  X           -     -70,385.991 (meters)                     COMP
 AH6225  Y           -  -5,562,726.689 (meters)                     COMP
 AH6225  Z           -   3,109,066.553 (meters)                     COMP
 AH6225  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6225  ELLIP HEIGHT-         -24.156 (meters)          (02/10/07) ADJUSTED
 AH6225  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6225
 AH6225  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6225  Type    PID    Designation                      North   East  Ellip
 AH6225  -------------------------------------------------------------------
 AH6225  NETWORK AH6225 3011 02                           1.53   1.37   3.33
 AH6225  -------------------------------------------------------------------
 AH6225
 AH6225.The horizontal coordinates were established by GPS observations
 AH6225.and adjusted by the National Geodetic Survey in February 2007.
 AH6225
 AH6225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6225.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6225.The horizontal coordinates are valid at the epoch date displayed above.
 AH6225.The epoch date for horizontal control is a decimal equivalence
 AH6225.of Year/Month/Day.
 AH6225
 AH6225.The orthometric height was determined by GPS observations and a
 AH6225.high-resolution geoid model.
 AH6225 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6225 ** and geoid heights are valid at the date of observation. These heights
 AH6225 ** must always be validated when used as control.
 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 more information.
 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
 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     -    95,874.061 1,059,072.209   MT  0.99998716   +0 18 15.1
 AH6225;SPC LA S     -   314,546.82  3,474,639.41   sFT  0.99998716   +0 18 15.1
 AH6225;UTM  15      - 3,250,411.279   720,841.956   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 21.6
 AH6225:UTM  15      -  3011 01                                  034 59 39.0
 AH6225
 AH6225|---------------------------------------------------------------------|
 AH6225| PID    Reference Object                     Distance      Geod. Az  |
 AH6225|                                                           dddmmss.s |
 AH6225| AH6226 3011 01                             APPROX. 0.9 KM 0360636.7 |
 AH6225| AH6162 3011 03                             APPROX. 0.9 KM 2084703.7 |
 AH6225|---------------------------------------------------------------------|
 AH6225
 AH6225                          SUPERSEDED SURVEY CONTROL
 AH6225
 AH6225  ELLIP H (02/21/02)  -24.123  (m)                       GP(       ) 5 1
 AH6225  NAD 83(1992)-  29 21 48.63977(N)    090 43 29.75824(W) AD(       ) 1
 AH6225  ELLIP H (12/17/98)  -24.129  (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 = MARCH 13, 2009
 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(2007)-  29 21 23.25933(N)    090 43 45.67597(W)     ADJUSTED  
 AH6162* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6162  **This station is located in a suspected subsidence area (see below).
 AH6162  ___________________________________________________________________
 AH6162  EPOCH DATE  -        2002.00
 AH6162  X           -     -70,820.122 (meters)                     COMP
 AH6162  Y           -  -5,563,104.425 (meters)                     COMP
 AH6162  Z           -   3,108,385.532 (meters)                     COMP
 AH6162  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6162  ELLIP HEIGHT-         -24.064 (meters)          (02/10/07) ADJUSTED
 AH6162  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6162
 AH6162  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6162  Type    PID    Designation                      North   East  Ellip
 AH6162  -------------------------------------------------------------------
 AH6162  NETWORK AH6162 3011 03                           1.23   1.08   2.74
 AH6162  -------------------------------------------------------------------
 AH6162
 AH6162.The horizontal coordinates were established by GPS observations
 AH6162.and adjusted by the National Geodetic Survey in February 2007.
 AH6162
 AH6162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6162.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6162.The horizontal coordinates are valid at the epoch date displayed above.
 AH6162.The epoch date for horizontal control is a decimal equivalence
 AH6162.of Year/Month/Day.
 AH6162
 AH6162.The orthometric height was determined by GPS observations and a
 AH6162.high-resolution geoid model.
 AH6162 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6162 ** and geoid heights are valid at the date of observation. These heights
 AH6162 ** must always be validated when used as control.
 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 more information.
 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
 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     -    95,090.370 1,058,647.051   MT  0.99998853   +0 18 07.2
 AH6162;SPC LA S     -   311,975.66  3,473,244.53   sFT  0.99998853   +0 18 07.2
 AH6162;UTM  15      - 3,249,621.476   720,427.854   MT  1.00019958   +1 06 49.0
 AH6162
 AH6162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6162!SPC LA S     -   1.00000378  x   0.99998853  =   0.99999231
 AH6162!UTM  15      -   1.00000378  x   1.00019958  =   1.00020336
 AH6162
 AH6162:                Primary Azimuth Mark                     Grid Az
 AH6162:SPC LA S     -  3011 04                                  174 27 32.9
 AH6162:UTM  15      -  3011 04                                  173 38 51.1
 AH6162
 AH6162|---------------------------------------------------------------------|
 AH6162| PID    Reference Object                     Distance      Geod. Az  |
 AH6162|                                                           dddmmss.s |
 AH6162| AH6227 3011 04                             APPROX. 0.9 KM 1744540.1 |
 AH6162|---------------------------------------------------------------------|
 AH6162
 AH6162                          SUPERSEDED SURVEY CONTROL
 AH6162
 AH6162  ELLIP H (02/21/02)  -24.030  (m)                       GP(       ) 5 1
 AH6162  NAD 83(1992)-  29 21 23.25952(N)    090 43 45.67483(W) AD(       ) 1
 AH6162  ELLIP H (12/17/98)  -24.031  (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 = MARCH 13, 2009
 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(2007)-  29 20 52.78680(N)    090 43 42.48685(W)     ADJUSTED  
 AH6227* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6227  **This station is located in a suspected subsidence area (see below).
 AH6227  ___________________________________________________________________
 AH6227  EPOCH DATE  -        2002.00
 AH6227  X           -     -70,739.957 (meters)                     COMP
 AH6227  Y           -  -5,563,565.438 (meters)                     COMP
 AH6227  Z           -   3,107,567.786 (meters)                     COMP
 AH6227  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6227  ELLIP HEIGHT-         -23.996 (meters)          (02/10/07) ADJUSTED
 AH6227  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6227
 AH6227  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6227  Type    PID    Designation                      North   East  Ellip
 AH6227  -------------------------------------------------------------------
 AH6227  NETWORK AH6227 3011 04                           1.43   1.23   3.02
 AH6227  -------------------------------------------------------------------
 AH6227
 AH6227.The horizontal coordinates were established by GPS observations
 AH6227.and adjusted by the National Geodetic Survey in February 2007.
 AH6227
 AH6227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6227.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6227.The horizontal coordinates are valid at the epoch date displayed above.
 AH6227.The epoch date for horizontal control is a decimal equivalence
 AH6227.of Year/Month/Day.
 AH6227
 AH6227.The orthometric height was determined by GPS observations and a
 AH6227.high-resolution geoid model.
 AH6227 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6227 ** and geoid heights are valid at the date of observation. These heights
 AH6227 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,152.618 1,058,738.021   MT  0.99999019   +0 18 08.8
 AH6227;SPC LA S     -   308,899.05  3,473,542.99   sFT  0.99999019   +0 18 08.8
 AH6227;UTM  15      - 3,248,684.909   720,532.118   MT  1.00020015   +1 06 49.5
 AH6227
 AH6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6227!SPC LA S     -   1.00000377  x   0.99999019  =   0.99999396
 AH6227!UTM  15      -   1.00000377  x   1.00020015  =   1.00020392
 AH6227
 AH6227:                Primary Azimuth Mark                     Grid Az
 AH6227:SPC LA S     -  3011 03                                  354 27 32.9
 AH6227:UTM  15      -  3011 03                                  353 38 52.2
 AH6227
 AH6227|---------------------------------------------------------------------|
 AH6227| PID    Reference Object                     Distance      Geod. Az  |
 AH6227|                                                           dddmmss.s |
 AH6227| AH6162 3011 03                             APPROX. 0.9 KM 3544541.7 |
 AH6227|---------------------------------------------------------------------|
 AH6227
 AH6227                          SUPERSEDED SURVEY CONTROL
 AH6227
 AH6227  ELLIP H (02/21/02)  -23.964  (m)                       GP(       ) 5 1
 AH6227  NAD 83(1992)-  29 20 52.78695(N)    090 43 42.48573(W) AD(       ) 1
 AH6227  ELLIP H (12/17/98)  -23.963  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 40 46.95828(N)    090 48 45.28635(W)     ADJUSTED  
 AH6174* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6174  **This station is located in a suspected subsidence area (see below).
 AH6174  ___________________________________________________________________
 AH6174  EPOCH DATE  -        2002.00
 AH6174  X           -     -78,650.416 (meters)                     COMP
 AH6174  Y           -  -5,545,346.057 (meters)                     COMP
 AH6174  Z           -   3,139,566.189 (meters)                     COMP
 AH6174  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6174  ELLIP HEIGHT-         -21.664 (meters)          (02/10/07) ADJUSTED
 AH6174  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH6174
 AH6174  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6174  Type    PID    Designation                      North   East  Ellip
 AH6174  -------------------------------------------------------------------
 AH6174  NETWORK AH6174 3052                              0.96   1.16   2.35
 AH6174  -------------------------------------------------------------------
 AH6174
 AH6174.The horizontal coordinates were established by GPS observations
 AH6174.and adjusted by the National Geodetic Survey in February 2007.
 AH6174
 AH6174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6174.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6174.The horizontal coordinates are valid at the epoch date displayed above.
 AH6174.The epoch date for horizontal control is a decimal equivalence
 AH6174.of Year/Month/Day.
 AH6174
 AH6174.The orthometric height was determined by GPS observations and a
 AH6174.high-resolution geoid model.
 AH6174 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6174 ** and geoid heights are valid at the date of observation. These heights
 AH6174 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,879.397 1,050,403.030   MT  0.99994135   +0 15 37.4
 AH6174;SPC LA S     -   429,393.49  3,446,197.27   sFT  0.99994135   +0 15 37.4
 AH6174;UTM  15      - 3,285,296.871   711,672.216   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 (02/21/02)  -21.646  (m)                       GP(       ) 5 1
 AH6174  NAD 83(1992)-  29 40 46.95819(N)    090 48 45.28543(W) AD(       ) 1
 AH6174  ELLIP H (12/17/98)  -21.619  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20080524 GOOD             GEOCAC
 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.
 CQ1176
 CQ1176                          STATION RECOVERY (2008)
 CQ1176
 CQ1176'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1177+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2008
 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  HISTORY     - 20080524 GOOD             GEOCAC
 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.
 CQ1177
 CQ1177                          STATION RECOVERY (2008)
 CQ1177
 CQ1177'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1177'MARK 11-12 INCHES BELOW SURROUNDING GROUND LEVEL
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0067+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 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  HISTORY     - 20050526 GOOD             GEOCAC
 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.
 CQ0067
 CQ0067                          STATION RECOVERY (2005)
 CQ0067
 CQ0067'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0965+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2007
 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  HISTORY     - 20070603 GOOD             MAEC
 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.
 CQ0965
 CQ0965                          STATION RECOVERY (2007)
 CQ0965
 CQ0965'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 - June 04, 2007
 CQ1186
 CQ1186  HISTORY     - Date     Condition        Report By
 CQ1186  HISTORY     - 1967     MONUMENTED       LADH
 CQ1186  HISTORY     - 1969     GOOD             LADH
 CQ1186  HISTORY     - 20041226 GOOD             USPSQD
 CQ1186  HISTORY     - 20070604 GOOD             MAEC
 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.
 CQ1186
 CQ1186                          STATION RECOVERY (2007)
 CQ1186
 CQ1186'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -25.86  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20081225 POOR             GEOCAC
 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.
 CQ0312
 CQ0312                          STATION RECOVERY (2008)
 CQ0312
 CQ0312'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0312'MARK AND IT'S CONCRETE SETTING WERE FOUND TILTED AT A 70 DEGREE ANGLE.
 CQ0312'MARK AND CONCRETE SETTING MAY HAVE POSSIBLY BEEN MOVED FROM ORIGINAL
 CQ0312'POSITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1164+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2008
 CQ1164
 CQ1164  HISTORY     - Date     Condition        Report By
 CQ1164  HISTORY     - 1969     MONUMENTED       LADH
 CQ1164  HISTORY     - 20080524 GOOD             GEOCAC
 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.
 CQ1164
 CQ1164                          STATION RECOVERY (2008)
 CQ1164
 CQ1164'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ1166+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2008
 CQ1166
 CQ1166  HISTORY     - Date     Condition        Report By
 CQ1166  HISTORY     - 1969     MONUMENTED       LADH
 CQ1166  HISTORY     - 20080524 GOOD             GEOCAC
 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.
 CQ1166
 CQ1166                          STATION RECOVERY (2008)
 CQ1166
 CQ1166'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ1193+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2008
 CQ1193
 CQ1193  HISTORY     - Date     Condition        Report By
 CQ1193  HISTORY     - 1967     MONUMENTED       LADH
 CQ1193  HISTORY     - 20081225 GOOD             GEOCAC
 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.
 CQ1193
 CQ1193                          STATION RECOVERY (2008)
 CQ1193
 CQ1193'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 36 01.92449(N)    090 37 38.67298(W)     ADJUSTED  
 AH6402* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6402  **This station is located in a suspected subsidence area (see below).
 AH6402  ___________________________________________________________________
 AH6402  EPOCH DATE  -        2002.00
 AH6402  X           -     -60,775.917 (meters)                     COMP
 AH6402  Y           -  -5,549,909.975 (meters)                     COMP
 AH6402  Z           -   3,131,937.442 (meters)                     COMP
 AH6402  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6402  ELLIP HEIGHT-         -23.269 (meters)          (02/10/07) ADJUSTED
 AH6402  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6402
 AH6402  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6402  Type    PID    Designation                      North   East  Ellip
 AH6402  -------------------------------------------------------------------
 AH6402  NETWORK AH6402 316 1                             1.23   1.14   2.86
 AH6402  -------------------------------------------------------------------
 AH6402
 AH6402.The horizontal coordinates were established by GPS observations
 AH6402.and adjusted by the National Geodetic Survey in February 2007.
 AH6402
 AH6402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6402.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6402.The horizontal coordinates are valid at the epoch date displayed above.
 AH6402.The epoch date for horizontal control is a decimal equivalence
 AH6402.of Year/Month/Day.
 AH6402
 AH6402.The orthometric height was determined by GPS observations and a
 AH6402.high-resolution geoid model.
 AH6402 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6402 ** and geoid heights are valid at the date of observation. These heights
 AH6402 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,199.592 1,068,379.279   MT  0.99994999   +0 21 10.7
 AH6402;SPC LA S     -   400,916.49  3,505,174.35   sFT  0.99994999   +0 21 10.7
 AH6402;UTM  15      - 3,276,873.484   729,775.672   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  =   1.00025515
 AH6402
 AH6402:                Primary Azimuth Mark                     Grid Az
 AH6402:SPC LA S     -  316 1 AZ MK                              102 54 29.0
 AH6402:UTM  15      -  316 1 AZ MK                              102 05 18.9
 AH6402
 AH6402|---------------------------------------------------------------------|
 AH6402| PID    Reference Object                     Distance      Geod. Az  |
 AH6402|                                                           dddmmss.s |
 AH6402| AH6403 316 1 AZ MK                         APPROX. 0.6 KM 1031539.7 |
 AH6402|---------------------------------------------------------------------|
 AH6402
 AH6402                          SUPERSEDED SURVEY CONTROL
 AH6402
 AH6402  ELLIP H (02/21/02)  -23.251  (m)                       GP(       ) 5 1
 AH6402  NAD 83(1992)-  29 36 01.92479(N)    090 37 38.67196(W) AD(       ) 1
 AH6402  ELLIP H (12/17/98)  -23.181  (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 = MARCH 13, 2009
 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(2007)-  29 35 57.68909(N)    090 37 18.11103(W)     ADJUSTED  
 AH6403* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6403  **This station is located in a suspected subsidence area (see below).
 AH6403  ___________________________________________________________________
 AH6403  EPOCH DATE  -        2002.00
 AH6403  X           -     -60,223.360 (meters)                     COMP
 AH6403  Y           -  -5,549,980.302 (meters)                     COMP
 AH6403  Z           -   3,131,823.986 (meters)                     COMP
 AH6403  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6403  ELLIP HEIGHT-         -23.401 (meters)          (02/10/07) ADJUSTED
 AH6403  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AH6403
 AH6403  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6403  Type    PID    Designation                      North   East  Ellip
 AH6403  -------------------------------------------------------------------
 AH6403  NETWORK AH6403 316 1 AZ MK                       1.22   1.12   2.78
 AH6403  -------------------------------------------------------------------
 AH6403
 AH6403.The horizontal coordinates were established by GPS observations
 AH6403.and adjusted by the National Geodetic Survey in February 2007.
 AH6403
 AH6403.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6403.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6403.The horizontal coordinates are valid at the epoch date displayed above.
 AH6403.The epoch date for horizontal control is a decimal equivalence
 AH6403.of Year/Month/Day.
 AH6403
 AH6403.The orthometric height was determined by GPS observations and a
 AH6403.high-resolution geoid model.
 AH6403 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6403 ** and geoid heights are valid at the date of observation. These heights
 AH6403 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,072.613 1,068,933.340   MT  0.99995014   +0 21 21.0
 AH6403;SPC LA S     -   400,499.90  3,506,992.13   sFT  0.99995014   +0 21 21.0
 AH6403;UTM  15      - 3,276,754.406   730,331.661   MT  1.00025465   +1 10 30.9
 AH6403
 AH6403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6403!SPC LA S     -   1.00000368  x   0.99995014  =   0.99995382
 AH6403!UTM  15      -   1.00000368  x   1.00025465  =   1.00025833
 AH6403
 AH6403:                Primary Azimuth Mark                     Grid Az
 AH6403:SPC LA S     -  316 1                                    282 54 28.8
 AH6403:UTM  15      -  316 1                                    282 05 18.9
 AH6403
 AH6403|---------------------------------------------------------------------|
 AH6403| PID    Reference Object                     Distance      Geod. Az  |
 AH6403|                                                           dddmmss.s |
 AH6403| AH6402 316 1                               APPROX. 0.6 KM 2831549.8 |
 AH6403|---------------------------------------------------------------------|
 AH6403
 AH6403                          SUPERSEDED SURVEY CONTROL
 AH6403
 AH6403  ELLIP H (02/21/02)  -23.381  (m)                       GP(       ) 5 1
 AH6403  NAD 83(1992)-  29 35 57.68940(N)    090 37 18.10998(W) AD(       ) 1
 AH6403  ELLIP H (12/17/98)  -23.310  (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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080710 GOOD             GEOCAC
 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.
 CQ2933
 CQ2933                          STATION RECOVERY (2008)
 CQ2933
 CQ2933'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2912+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2008
 CQ2912
 CQ2912  HISTORY     - Date     Condition        Report By
 CQ2912  HISTORY     - 1966     MONUMENTED       LADH
 CQ2912  HISTORY     - 1970     GOOD             USAF
 CQ2912  HISTORY     - 20080714 GOOD             GEOCAC
 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.
 CQ2912
 CQ2912                          STATION RECOVERY (2008)
 CQ2912
 CQ2912'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20081017 MARK NOT FOUND   GEOCAC
 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.
 CQ2900
 CQ2900                          STATION RECOVERY (2008)
 CQ2900
 CQ2900'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2900'MARK MAY POSSIBLY BE DESTROYED DUE TO DRAINAGE IMPROVEMENTS DONE TO
 CQ2900'THE AREA CIRCA 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080726 GOOD             GEOCAC
 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.
 CQ2904
 CQ2904                          STATION RECOVERY (2008)
 CQ2904
 CQ2904'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 CQ2698 ***********************************************************************
 CQ2698  DESIGNATION -  31C001
 CQ2698  PID         -  CQ2698
 CQ2698  STATE/COUNTY-  LA/LINCOLN
 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  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    3  
 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  HISTORY     - 20081017 MARK NOT FOUND   GEOCAC
 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.
 CQ2698
 CQ2698                          STATION RECOVERY (2008)
 CQ2698
 CQ2698'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2698'MARK MAY POSSIBLY BE DESTROYED DUE TO DRAINAGE IMPROVEMENTS DONE TO
 CQ2698'THE AREA CIRCA 1980.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CQ2700 ***********************************************************************
 CQ2700  DESIGNATION -  31C002
 CQ2700  PID         -  CQ2700
 CQ2700  STATE/COUNTY-  LA/LINCOLN
 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  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    3  
 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  HISTORY     - 20081017 MARK NOT FOUND   GEOCAC
 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.
 CQ2700
 CQ2700                          STATION RECOVERY (2008)
 CQ2700
 CQ2700'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2700'MARK HAS POSSIBLY BEEN COVERED OVER WITH ASPHALT WHEN THE INTERSTATE
 CQ2700'EASTBOUND SHOULDERS WERE WIDENED/REPAVED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 CQ2701 ***********************************************************************
 CQ2701  DESIGNATION -  31C003
 CQ2701  PID         -  CQ2701
 CQ2701  STATE/COUNTY-  LA/LINCOLN
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2702+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 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  HISTORY     - 20080626 GOOD             GEOCAC
 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.
 CQ2702
 CQ2702                          STATION RECOVERY (2008)
 CQ2702
 CQ2702'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2691+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 CQ2691
 CQ2691  HISTORY     - Date     Condition        Report By
 CQ2691  HISTORY     - 1966     MONUMENTED       LADH
 CQ2691  HISTORY     - 1987     GOOD             LADTD
 CQ2691  HISTORY     - 19910515 GOOD             USPSQD
 CQ2691  HISTORY     - 20050526 GOOD             GEOCAC
 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.
 CQ2691
 CQ2691                          STATION RECOVERY (2005)
 CQ2691
 CQ2691'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ2691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20081109 GOOD             GEOCAC
 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.
 CQ2697
 CQ2697                          STATION RECOVERY (2008)
 CQ2697
 CQ2697'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20050525 MARK NOT FOUND   GEOCAC
 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.
 CQ2689
 CQ2689                          STATION RECOVERY (2005)
 CQ2689
 CQ2689'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ2689'PRESUMED DESTROYED WHEN OVERPASS WAS REPLACED IN 1992
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080725 MARK NOT FOUND   GEOCAC
 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.
 CQ2676
 CQ2676                          STATION RECOVERY (2008)
 CQ2676
 CQ2676'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2676'PRESUMED DESTROYED WHEN ROAD OVERPASS WAS WIDENED/REPLACED IN 2008
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 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.
 CQ2679
 CQ2679                          STATION RECOVERY (2005)
 CQ2679
 CQ2679'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ2679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2696+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2008
 CQ2696
 CQ2696  HISTORY     - Date     Condition        Report By
 CQ2696  HISTORY     - 1966     MONUMENTED       LADH
 CQ2696  HISTORY     - 19910515 GOOD             USPSQD
 CQ2696  HISTORY     - 20081109 GOOD             GEOCAC
 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.
 CQ2696
 CQ2696                          STATION RECOVERY (2008)
 CQ2696
 CQ2696'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3781  **This station is located in a suspected subsidence area (see below).
 BJ3781  ___________________________________________________________________
 BJ3781  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3781  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3781 ** and geoid heights are valid at the date of observation. These heights
 BJ3781 ** must always be validated when used as control.
 BJ3781 ** The orthometric height has not been validated since last determined
 BJ3781 ** by differential leveling and should not be used for control purposes.
 BJ3781 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3781 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3781 ** epoch indicated which incorporates improved geoid heights for the
 BJ3781 ** Southern Louisiana Subsidence area.
 BJ3781 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 BJ3782 ***********************************************************************
 BJ3782  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 27 38.34010(N)    090 56 01.62750(W)     ADJUSTED  
 BJ3782* NAVD 88     -        11.81   (meters)      38.7    (feet)  GPS OBS(2006.81)
 BJ3782  **This station is located in a suspected subsidence area (see below).
 BJ3782  ___________________________________________________________________
 BJ3782  EPOCH DATE  -        2002.00
 BJ3782  X           -     -89,674.278 (meters)                     COMP
 BJ3782  Y           -  -5,501,802.267 (meters)                     COMP
 BJ3782  Z           -   3,214,487.330 (meters)                     COMP
 BJ3782  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3782  ELLIP HEIGHT-         -15.226 (meters)          (03/12/08) ADJUSTED
 BJ3782  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3782  HORZ ORDER  -  A
 BJ3782  ELLP ORDER  -  THIRD     CLASS I
 BJ3782
 BJ3782.The horizontal coordinates were established by GPS observations
 BJ3782.and adjusted by the National Geodetic Survey in March 2008.
 BJ3782
 BJ3782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3782.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3782.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3782.The epoch date for horizontal control is a decimal equivalence
 BJ3782.of Year/Month/Day.
 BJ3782
 BJ3782.The orthometric height was determined by GPS observations and a
 BJ3782.high-resolution geoid model.
 BJ3782 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3782 ** and geoid heights are valid at the date of observation. These heights
 BJ3782 ** must always be validated when used as control.
 BJ3782 ** The orthometric height was determined by GPS observations using
 BJ3782 ** precise GPS observation and processing techniques and a new
 BJ3782 ** realization of GEOID03. It supersedes any height that may have been
 BJ3782 ** previously determined for this station.
 BJ3782 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3782 ** epoch indicated which incorporates improved geoid heights for the
 BJ3782 ** Southern Louisiana Subsidence area.
 BJ3782 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3782
 BJ3782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3782
 BJ3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3782
 BJ3782.The ellipsoidal height was determined by GPS observations
 BJ3782.and is referenced to NAD 83.
 BJ3782
 BJ3782.The geoid height was determined by GEOID03.
 BJ3782
 BJ3782;                    North         East     Units Scale Factor Converg.
 BJ3782;SPC LA S     -   217,396.034 1,038,369.906   MT  0.99995783   +0 11 59.2
 BJ3782;SPC LA S     -   713,240.15  3,406,718.60   sFT  0.99995783   +0 11 59.2
 BJ3782;UTM  15      - 3,371,644.711   698,375.861   MT  1.00008550   +1 02 52.1
 BJ3782
 BJ3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3782!SPC LA S     -   1.00000239  x   0.99995783  =   0.99996022
 BJ3782!UTM  15      -   1.00000239  x   1.00008550  =   1.00008789
 BJ3782
 BJ3782:                Primary Azimuth Mark                     Grid Az
 BJ3782:SPC LA S     -  COYEL                                    073 35 20.5
 BJ3782:UTM  15      -  COYEL                                    072 44 27.6
 BJ3782
 BJ3782|---------------------------------------------------------------------|
 BJ3782| PID    Reference Object                     Distance      Geod. Az  |
 BJ3782|                                                           dddmmss.s |
 BJ3782| BJ3784 COYEL                               APPROX. 1.8 KM 0734719.7 |
 BJ3782|---------------------------------------------------------------------|
 BJ3782
 BJ3782                          SUPERSEDED SURVEY CONTROL
 BJ3782
 BJ3782  NAD 83(1992)-  30 27 38.33912(N)    090 56 01.62528(W) AD(       ) 2
 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    3  
 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: LADHGS
 BJ3782_PROJECTION: FLUSH
 BJ3782_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ3782+STABILITY: SURFACE MOTION
 BJ3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3782+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 BJ3782
 BJ3782  HISTORY     - Date     Condition        Report By
 BJ3782  HISTORY     - 1973     MONUMENTED       LADTD
 BJ3782  HISTORY     - 1983     GOOD             LADTD
 BJ3782  HISTORY     - 20060605 GOOD             NGS
 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.
 BJ3782
 BJ3782                          STATION RECOVERY (2006)
 BJ3782
 BJ3782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3782'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3787  **This station is located in a suspected subsidence area (see below).
 BJ3787  ___________________________________________________________________
 BJ3787  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3787  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3787 ** and geoid heights are valid at the date of observation. These heights
 BJ3787 ** must always be validated when used as control.
 BJ3787 ** The orthometric height has not been validated since last determined
 BJ3787 ** by differential leveling and should not be used for control purposes.
 BJ3787 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3787 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3787 ** epoch indicated which incorporates improved geoid heights for the
 BJ3787 ** Southern Louisiana Subsidence area.
 BJ3787 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 47.9
 BJ3787:UTM  15      -  32 B 003                                 080 20 53.3
 BJ3787
 BJ3787|---------------------------------------------------------------------|
 BJ3787| PID    Reference Object                     Distance      Geod. Az  |
 BJ3787|                                                           dddmmss.s |
 BJ3787| BJ3789 32 B 003                            APPROX. 3.1 KM 0812457.7 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3788  **This station is located in a suspected subsidence area (see below).
 BJ3788  ___________________________________________________________________
 BJ3788  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3788  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3788 ** and geoid heights are valid at the date of observation. These heights
 BJ3788 ** must always be validated when used as control.
 BJ3788 ** The orthometric height has not been validated since last determined
 BJ3788 ** by differential leveling and should not be used for control purposes.
 BJ3788 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3788 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3788 ** epoch indicated which incorporates improved geoid heights for the
 BJ3788 ** Southern Louisiana Subsidence area.
 BJ3788 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3789  **This station is located in a suspected subsidence area (see below).
 BJ3789  ___________________________________________________________________
 BJ3789  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3789  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3789 ** and geoid heights are valid at the date of observation. These heights
 BJ3789 ** must always be validated when used as control.
 BJ3789 ** The orthometric height has not been validated since last determined
 BJ3789 ** by differential leveling and should not be used for control purposes.
 BJ3789 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3789 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3789 ** epoch indicated which incorporates improved geoid heights for the
 BJ3789 ** Southern Louisiana Subsidence area.
 BJ3789 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3790  **This station is located in a suspected subsidence area (see below).
 BJ3790  ___________________________________________________________________
 BJ3790  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3790  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3790 ** and geoid heights are valid at the date of observation. These heights
 BJ3790 ** must always be validated when used as control.
 BJ3790 ** The orthometric height has not been validated since last determined
 BJ3790 ** by differential leveling and should not be used for control purposes.
 BJ3790 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3790 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3790 ** epoch indicated which incorporates improved geoid heights for the
 BJ3790 ** Southern Louisiana Subsidence area.
 BJ3790 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3287* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3287  **This station is located in a suspected subsidence area (see below).
 AU3287  ___________________________________________________________________
 AU3287  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3287  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3287 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3287 ** and geoid heights are valid at the date of observation. These heights
 AU3287 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3793  **This station is located in a suspected subsidence area (see below).
 BJ3793  ___________________________________________________________________
 BJ3793  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ3793  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3793 ** and geoid heights are valid at the date of observation. These heights
 BJ3793 ** must always be validated when used as control.
 BJ3793 ** The orthometric height has not been validated since last determined
 BJ3793 ** by differential leveling and should not be used for control purposes.
 BJ3793 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3793 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3793 ** epoch indicated which incorporates improved geoid heights for the
 BJ3793 ** Southern Louisiana Subsidence area.
 BJ3793 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3796  **This station is located in a suspected subsidence area (see below).
 BJ3796  ___________________________________________________________________
 BJ3796  X           -     -75,002.506 (meters)                     COMP
 BJ3796  Y           -  -5,501,273.106 (meters)                     COMP
 BJ3796  Z           -   3,215,759.296 (meters)                     COMP
 BJ3796  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ3796  ELLIP HEIGHT-         -15.564 (meters)          (01/21/03) ADJUSTED
 BJ3796  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3796 ** and geoid heights are valid at the date of observation. These heights
 BJ3796 ** must always be validated when used as control.
 BJ3796 ** The orthometric height has not been validated since last determined
 BJ3796 ** by differential leveling and should not be used for control purposes.
 BJ3796 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3796 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3796 ** epoch indicated which incorporates improved geoid heights for the
 BJ3796 ** Southern Louisiana Subsidence area.
 BJ3796 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 34.7
 BJ3796:UTM  15      -  SUMA                                     265 35 36.1
 BJ3796
 BJ3796|---------------------------------------------------------------------|
 BJ3796| PID    Reference Object                     Distance      Geod. Az  |
 BJ3796|                                                           dddmmss.s |
 BJ3796| BJ3794 SUMA                                APPROX. 1.6 KM 2664308.7 |
 BJ3796|---------------------------------------------------------------------|
 BJ3796
 BJ3796                          SUPERSEDED SURVEY CONTROL
 BJ3796
 BJ3796  ELLIP H (01/21/93)  -15.479  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3798  **This station is located in a suspected subsidence area (see below).
 BJ3798  ___________________________________________________________________
 BJ3798  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3798  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3798 ** and geoid heights are valid at the date of observation. These heights
 BJ3798 ** must always be validated when used as control.
 BJ3798 ** The orthometric height has not been validated since last determined
 BJ3798 ** by differential leveling and should not be used for control purposes.
 BJ3798 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3798 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3798 ** epoch indicated which incorporates improved geoid heights for the
 BJ3798 ** Southern Louisiana Subsidence area.
 BJ3798 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3801  **This station is located in a suspected subsidence area (see below).
 BJ3801  ___________________________________________________________________
 BJ3801  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3801  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3801 ** and geoid heights are valid at the date of observation. These heights
 BJ3801 ** must always be validated when used as control.
 BJ3801 ** The orthometric height has not been validated since last determined
 BJ3801 ** by differential leveling and should not be used for control purposes.
 BJ3801 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3801 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3801 ** epoch indicated which incorporates improved geoid heights for the
 BJ3801 ** Southern Louisiana Subsidence area.
 BJ3801 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3805  **This station is located in a suspected subsidence area (see below).
 BJ3805  ___________________________________________________________________
 BJ3805  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ3805  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3805 ** and geoid heights are valid at the date of observation. These heights
 BJ3805 ** must always be validated when used as control.
 BJ3805 ** The orthometric height has not been validated since last determined
 BJ3805 ** by differential leveling and should not be used for control purposes.
 BJ3805 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3805 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3805 ** epoch indicated which incorporates improved geoid heights for the
 BJ3805 ** Southern Louisiana Subsidence area.
 BJ3805 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3806  **This station is located in a suspected subsidence area (see below).
 BJ3806  ___________________________________________________________________
 BJ3806  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ3806  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3806 ** and geoid heights are valid at the date of observation. These heights
 BJ3806 ** must always be validated when used as control.
 BJ3806 ** The orthometric height has not been validated since last determined
 BJ3806 ** by differential leveling and should not be used for control purposes.
 BJ3806 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3806 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3806 ** epoch indicated which incorporates improved geoid heights for the
 BJ3806 ** Southern Louisiana Subsidence area.
 BJ3806 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3807  **This station is located in a suspected subsidence area (see below).
 BJ3807  ___________________________________________________________________
 BJ3807  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ3807  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3807 ** and geoid heights are valid at the date of observation. These heights
 BJ3807 ** must always be validated when used as control.
 BJ3807 ** The orthometric height has not been validated since last determined
 BJ3807 ** by differential leveling and should not be used for control purposes.
 BJ3807 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3807 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3807 ** epoch indicated which incorporates improved geoid heights for the
 BJ3807 ** Southern Louisiana Subsidence area.
 BJ3807 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3808  **This station is located in a suspected subsidence area (see below).
 BJ3808  ___________________________________________________________________
 BJ3808  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ3808  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3808 ** and geoid heights are valid at the date of observation. These heights
 BJ3808 ** must always be validated when used as control.
 BJ3808 ** The orthometric height has not been validated since last determined
 BJ3808 ** by differential leveling and should not be used for control purposes.
 BJ3808 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3808 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3808 ** epoch indicated which incorporates improved geoid heights for the
 BJ3808 ** Southern Louisiana Subsidence area.
 BJ3808 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3812  **This station is located in a suspected subsidence area (see below).
 BJ3812  ___________________________________________________________________
 BJ3812  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3812  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3812 ** and geoid heights are valid at the date of observation. These heights
 BJ3812 ** must always be validated when used as control.
 BJ3812 ** The orthometric height has not been validated since last determined
 BJ3812 ** by differential leveling and should not be used for control purposes.
 BJ3812 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3812 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3812 ** epoch indicated which incorporates improved geoid heights for the
 BJ3812 ** Southern Louisiana Subsidence area.
 BJ3812 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3814  **This station is located in a suspected subsidence area (see below).
 BJ3814  ___________________________________________________________________
 BJ3814  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3814  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3814 ** and geoid heights are valid at the date of observation. These heights
 BJ3814 ** must always be validated when used as control.
 BJ3814 ** The orthometric height has not been validated since last determined
 BJ3814 ** by differential leveling and should not be used for control purposes.
 BJ3814 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3814 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3814 ** epoch indicated which incorporates improved geoid heights for the
 BJ3814 ** Southern Louisiana Subsidence area.
 BJ3814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3815  **This station is located in a suspected subsidence area (see below).
 BJ3815  ___________________________________________________________________
 BJ3815  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ3815  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3815 ** and geoid heights are valid at the date of observation. These heights
 BJ3815 ** must always be validated when used as control.
 BJ3815 ** The orthometric height has not been validated since last determined
 BJ3815 ** by differential leveling and should not be used for control purposes.
 BJ3815 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3815 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3815 ** epoch indicated which incorporates improved geoid heights for the
 BJ3815 ** Southern Louisiana Subsidence area.
 BJ3815 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 36.6
 BJ3815:UTM  15      -  32 F 003                                 081 28 32.8
 BJ3815
 BJ3815|---------------------------------------------------------------------|
 BJ3815| PID    Reference Object                     Distance      Geod. Az  |
 BJ3815|                                                           dddmmss.s |
 BJ3815| BJ3816 32 F 003                            APPROX. 2.3 KM 0824132.1 |
 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    3  
 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 = MARCH 13, 2009
 BJ3816 ***********************************************************************
 BJ3816  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 28 41.37332(N)    090 34 43.73991(W)     ADJUSTED  
 BJ3816* NAVD 88     -        17.28   (meters)      56.7    (feet)  GPS OBS(2006.81)
 BJ3816  **This station is located in a suspected subsidence area (see below).
 BJ3816  ___________________________________________________________________
 BJ3816  EPOCH DATE  -        2002.00
 BJ3816  X           -     -55,577.158 (meters)                     COMP
 BJ3816  Y           -  -5,501,272.821 (meters)                     COMP
 BJ3816  Z           -   3,216,163.170 (meters)                     COMP
 BJ3816  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3816  ELLIP HEIGHT-          -9.651 (meters)          (03/12/08) ADJUSTED
 BJ3816  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3816  HORZ ORDER  -  A
 BJ3816  ELLP ORDER  -  THIRD     CLASS I
 BJ3816
 BJ3816.The horizontal coordinates were established by GPS observations
 BJ3816.and adjusted by the National Geodetic Survey in March 2008.
 BJ3816
 BJ3816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3816.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3816.The epoch date for horizontal control is a decimal equivalence
 BJ3816.of Year/Month/Day.
 BJ3816
 BJ3816.The orthometric height was determined by GPS observations and a
 BJ3816.high-resolution geoid model.
 BJ3816 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3816 ** and geoid heights are valid at the date of observation. These heights
 BJ3816 ** must always be validated when used as control.
 BJ3816 ** The orthometric height was determined by GPS observations using
 BJ3816 ** precise GPS observation and processing techniques and a new
 BJ3816 ** realization of GEOID03. It supersedes any height that may have been
 BJ3816 ** previously determined for this station.
 BJ3816 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3816 ** epoch indicated which incorporates improved geoid heights for the
 BJ3816 ** Southern Louisiana Subsidence area.
 BJ3816 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3816
 BJ3816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3816
 BJ3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3816
 BJ3816.The ellipsoidal height was determined by GPS observations
 BJ3816.and is referenced to NAD 83.
 BJ3816
 BJ3816.The geoid height was determined by GEOID03.
 BJ3816
 BJ3816;                    North         East     Units Scale Factor Converg.
 BJ3816;SPC LA S     -   219,508.653 1,072,445.573   MT  0.99996033   +0 22 38.2
 BJ3816;SPC LA S     -   720,171.31  3,518,515.18   sFT  0.99996033   +0 22 38.2
 BJ3816;UTM  15      - 3,374,262.961   732,423.756   MT  1.00026648   +1 13 43.0
 BJ3816
 BJ3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3816!SPC LA S     -   1.00000152  x   0.99996033  =   0.99996185
 BJ3816!UTM  15      -   1.00000152  x   1.00026648  =   1.00026800
 BJ3816
 BJ3816:                Primary Azimuth Mark                     Grid Az
 BJ3816:SPC LA S     -  32 F 001                                 264 24 39.4
 BJ3816:UTM  15      -  32 F 001                                 263 33 34.6
 BJ3816
 BJ3816|---------------------------------------------------------------------|
 BJ3816| PID    Reference Object                     Distance      Geod. Az  |
 BJ3816|                                                           dddmmss.s |
 BJ3816| BJ3814 32 F 001                            APPROX. 4.2 KM 2644717.6 |
 BJ3816|---------------------------------------------------------------------|
 BJ3816
 BJ3816                          SUPERSEDED SURVEY CONTROL
 BJ3816
 BJ3816  NAD 83(1992)-  30 28 41.37491(N)    090 34 43.73840(W) AD(       ) 2
 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    3  
 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: LADHGS
 BJ3816_PROJECTION: FLUSH
 BJ3816_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060426 GOOD             NGS
 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 (RLT)
 BJ3816'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3819  **This station is located in a suspected subsidence area (see below).
 BJ3819  ___________________________________________________________________
 BJ3819  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3819  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3819 ** and geoid heights are valid at the date of observation. These heights
 BJ3819 ** must always be validated when used as control.
 BJ3819 ** The orthometric height has not been validated since last determined
 BJ3819 ** by differential leveling and should not be used for control purposes.
 BJ3819 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3819 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3819 ** epoch indicated which incorporates improved geoid heights for the
 BJ3819 ** Southern Louisiana Subsidence area.
 BJ3819 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 36.6
 BJ3819:UTM  15      -  32 F 005                                 087 58 30.6
 BJ3819
 BJ3819|---------------------------------------------------------------------|
 BJ3819| PID    Reference Object                     Distance      Geod. Az  |
 BJ3819|                                                           dddmmss.s |
 BJ3819| BJ3820 32 F 005                            APPROX. 2.0 KM 0891320.5 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3820  **This station is located in a suspected subsidence area (see below).
 BJ3820  ___________________________________________________________________
 BJ3820  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ3820  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3820 ** and geoid heights are valid at the date of observation. These heights
 BJ3820 ** must always be validated when used as control.
 BJ3820 ** The orthometric height has not been validated since last determined
 BJ3820 ** by differential leveling and should not be used for control purposes.
 BJ3820 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3820 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3820 ** epoch indicated which incorporates improved geoid heights for the
 BJ3820 ** Southern Louisiana Subsidence area.
 BJ3820 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 37.2
 BJ3820:UTM  15      -  32 F 004                                 267 58 30.5
 BJ3820
 BJ3820|---------------------------------------------------------------------|
 BJ3820| PID    Reference Object                     Distance      Geod. Az  |
 BJ3820|                                                           dddmmss.s |
 BJ3820| BJ3819 32 F 004                            APPROX. 2.0 KM 2691358.1 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3821  **This station is located in a suspected subsidence area (see below).
 BJ3821  ___________________________________________________________________
 BJ3821  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3821  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3821 ** and geoid heights are valid at the date of observation. These heights
 BJ3821 ** must always be validated when used as control.
 BJ3821 ** The orthometric height has not been validated since last determined
 BJ3821 ** by differential leveling and should not be used for control purposes.
 BJ3821 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3821 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3821 ** epoch indicated which incorporates improved geoid heights for the
 BJ3821 ** Southern Louisiana Subsidence area.
 BJ3821 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3822  **This station is located in a suspected subsidence area (see below).
 BJ3822  ___________________________________________________________________
 BJ3822  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ3822  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3822 ** and geoid heights are valid at the date of observation. These heights
 BJ3822 ** must always be validated when used as control.
 BJ3822 ** The orthometric height has not been validated since last determined
 BJ3822 ** by differential leveling and should not be used for control purposes.
 BJ3822 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3822 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3822 ** epoch indicated which incorporates improved geoid heights for the
 BJ3822 ** Southern Louisiana Subsidence area.
 BJ3822 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3823  **This station is located in a suspected subsidence area (see below).
 BJ3823  ___________________________________________________________________
 BJ3823  X           -     -47,828.963 (meters)                     COMP
 BJ3823  Y           -  -5,500,611.174 (meters)                     COMP
 BJ3823  Z           -   3,217,411.458 (meters)                     COMP
 BJ3823  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ3823  ELLIP HEIGHT-          -9.298 (meters)          (11/16/93) ADJUSTED
 BJ3823  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3823 ** and geoid heights are valid at the date of observation. These heights
 BJ3823 ** must always be validated when used as control.
 BJ3823 ** The orthometric height has not been validated since last determined
 BJ3823 ** by differential leveling and should not be used for control purposes.
 BJ3823 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3823 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3823 ** epoch indicated which incorporates improved geoid heights for the
 BJ3823 ** Southern Louisiana Subsidence area.
 BJ3823 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3824  **This station is located in a suspected subsidence area (see below).
 BJ3824  ___________________________________________________________________
 BJ3824  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ3824  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3824 ** and geoid heights are valid at the date of observation. These heights
 BJ3824 ** must always be validated when used as control.
 BJ3824 ** The orthometric height has not been validated since last determined
 BJ3824 ** by differential leveling and should not be used for control purposes.
 BJ3824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3824 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3824 ** epoch indicated which incorporates improved geoid heights for the
 BJ3824 ** Southern Louisiana Subsidence area.
 BJ3824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 32 15.72016(N)    091 10 12.84971(W)     ADJUSTED  
 AA2886* NAVD 88     -        26.129  (meters)      85.72   (feet)  ADJUSTED  
 AA2886  ___________________________________________________________________
 AA2886  EPOCH DATE  -        2002.00
 AA2886  X           -    -109,921.440 (meters)                     COMP
 AA2886  Y           -  -5,381,101.437 (meters)                     COMP
 AA2886  Z           -   3,410,848.323 (meters)                     COMP
 AA2886  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AA2886  ELLIP HEIGHT-          -0.264 (meters)          (02/10/07) ADJUSTED
 AA2886  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2886  DYNAMIC HT  -          26.100 (meters)      85.63  (feet)  COMP
 AA2886
 AA2886  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2886  Type    PID    Designation                      North   East  Ellip
 AA2886  -------------------------------------------------------------------
 AA2886  NETWORK AA2886 33 V 10                           1.27   1.25   1.76
 AA2886  -------------------------------------------------------------------
 AA2886  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 AA2886
 AA2886  VERT ORDER  -  SECOND    CLASS I
 AA2886
 AA2886.The horizontal coordinates were established by GPS observations
 AA2886.and adjusted by the National Geodetic Survey in February 2007.
 AA2886
 AA2886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2886.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2886.The horizontal coordinates are valid at the epoch date displayed above.
 AA2886.The epoch date for horizontal control is a decimal equivalence
 AA2886.of Year/Month/Day.
 AA2886
 AA2886.The orthometric height was determined by differential leveling
 AA2886.and adjusted 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     -   226,701.408 1,124,908.258   MT  0.99997314   +0 42 11.0
 AA2886;SPC LA N     -   743,769.54  3,690,636.51   sFT  0.99997314   +0 42 11.0
 AA2886;UTM  15      - 3,601,514.233   671,827.167   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  NAD 83(1992)-  32 32 15.71990(N)    091 10 12.84970(W) AD(       ) 1
 AA2886  ELLIP H (03/17/04)   -0.270  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 28 16.30392(N)    091 08 46.79640(W)     ADJUSTED  
 AA2882* NAVD 88     -        25.431  (meters)      83.43   (feet)  ADJUSTED  
 AA2882  ___________________________________________________________________
 AA2882  EPOCH DATE  -        2002.00
 AA2882  X           -    -107,755.717 (meters)                     COMP
 AA2882  Y           -  -5,385,108.490 (meters)                     COMP
 AA2882  Z           -   3,404,628.156 (meters)                     COMP
 AA2882  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AA2882  ELLIP HEIGHT-          -1.029 (meters)          (02/10/07) ADJUSTED
 AA2882  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA2882  DYNAMIC HT  -          25.402 (meters)      83.34  (feet)  COMP
 AA2882
 AA2882  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2882  Type    PID    Designation                      North   East  Ellip
 AA2882  -------------------------------------------------------------------
 AA2882  NETWORK AA2882 33 V 6                            0.80   0.74   1.31
 AA2882  -------------------------------------------------------------------
 AA2882  MODELED GRAV-     979,510.2   (mgal)                       NAVD 88
 AA2882
 AA2882  VERT ORDER  -  SECOND    CLASS I
 AA2882
 AA2882.The horizontal coordinates were established by GPS observations
 AA2882.and adjusted by the National Geodetic Survey in February 2007.
 AA2882
 AA2882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2882.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2882.The horizontal coordinates are valid at the epoch date displayed above.
 AA2882.The epoch date for horizontal control is a decimal equivalence
 AA2882.of Year/Month/Day.
 AA2882
 AA2882.The orthometric height was determined by differential leveling
 AA2882.and adjusted 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 1,127,245.597   MT  0.99996127   +0 42 56.5
 AA2882;SPC LA N     -   719,667.07  3,698,304.93   sFT  0.99996127   +0 42 56.5
 AA2882;UTM  15      - 3,594,179.305   674,200.455   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  NAD 83(1992)-  32 28 16.30393(N)    091 08 46.79624(W) AD(       ) B
 AA2882  ELLIP H (11/18/03)   -1.036  (m)                       GP(       ) 4 1
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  31 42 18.82023(N)    093 17 05.23962(W)     ADJUSTED  
 BX1883* NAVD 88     -        63.5    (meters)     208.     (feet)  GPS OBS   
 BX1883  ___________________________________________________________________
 BX1883  EPOCH DATE  -        2002.00
 BX1883  X           -    -311,210.214 (meters)                     COMP
 BX1883  Y           -  -5,422,416.235 (meters)                     COMP
 BX1883  Z           -   3,332,687.832 (meters)                     COMP
 BX1883  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BX1883  ELLIP HEIGHT-          37.634 (meters)          (02/10/07) ADJUSTED
 BX1883  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BX1883
 BX1883  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX1883  Type    PID    Designation                      North   East  Ellip
 BX1883  -------------------------------------------------------------------
 BX1883  NETWORK BX1883 35 V 5                            1.63   2.10   6.31
 BX1883  -------------------------------------------------------------------
 BX1883
 BX1883.The horizontal coordinates were established by GPS observations
 BX1883.and adjusted by the National Geodetic Survey in February 2007.
 BX1883
 BX1883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX1883.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX1883.The horizontal coordinates are valid at the epoch date displayed above.
 BX1883.The epoch date for horizontal control is a decimal equivalence
 BX1883.of Year/Month/Day.
 BX1883
 BX1883.The orthometric height was determined by GPS observations and a
 BX1883.high-resolution geoid model.
 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     -   133,898.914   925,613.060   MT  0.99992158   -0 24 53.7
 BX1883;SPC LA N     -   439,300.02  3,036,782.18   sFT  0.99992158   -0 24 53.7
 BX1883;UTM  15      - 3,507,798.429   473,014.424   MT  0.99960898   -0 08 58.8
 BX1883
 BX1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1883!SPC LA N     -   0.99999409  x   0.99992158  =   0.99991567
 BX1883!UTM  15      -   0.99999409  x   0.99960898  =   0.99960307
 BX1883
 BX1883                          SUPERSEDED SURVEY CONTROL
 BX1883
 BX1883  ELLIP H (02/12/02)   37.530  (m)                       GP(       ) 4 2
 BX1883  ELLIP H (05/09/94)   37.623  (m)                       GP(       ) 4 2
 BX1883  NAD 83(1992)-  31 42 18.81956(N)    093 17 05.23905(W) AD(       ) B
 BX1883  ELLIP H (09/10/92)   37.623  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2055+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 BX2055
 BX2055  HISTORY     - Date     Condition        Report By
 BX2055  HISTORY     - 1974     MONUMENTED       LADH
 BX2055  HISTORY     - 19950506 GOOD             USPSQD
 BX2055  HISTORY     - 20070115 GOOD             TENMAR
 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.
 BX2055
 BX2055                          STATION RECOVERY (2007)
 BX2055
 BX2055'RECOVERY NOTE BY TENTH MARINES SURVEY 2007 (WLD)
 BX2055'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 BX2055' 
 BX2055'THE STATION IS 1.1 MILES SOUTH OF BRIDGE 114.02.0321.1.  IT IS LOCATED
 BX2055'IN THE TREELINE, 19.5 METERS EAST OF THE CENTERLINE OF LA HWY 117.  IT
 BX2055'IS ALSO 7.1 METERS AT A MAGNETIC AZIMUTH OF 2460 MILS FROM AN
 BX2055'UNDERGROUND CABLE BOX AND 2.8 METERS AT A MAGNETIC AZIMUTH OF 3810
 BX2055'MILS FROM A 50 CM DIAMETER PINE BLAZED AND PAINTED YELLOW.  THERE IS A
 BX2055'METAL WITNESS SIGN 0.6 METERS WEST OF THE STATION.
 BX2055' 
 BX2055'THE STATION IS A BRONZE USCGS DISK WITH LA DEPT OF HIGHWAYS CAST IN
 BX2055'THE MARK.  IT IS SET IN A 26CM DIAMETER CONCRETE MONUMENT SET 3 CM
 BX2055'ABOVE THE GROUND.  THE DISK IS STAMPED '35 V 55 1974'
 BX2055' 
 BX2055'A MILTARY PPS GPS RECIEVER WAS USED TO DETERMINE A MORE PRECISE
 BX2055'LOCATION, 15RVQ8422573166
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2059+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 BX2059
 BX2059  HISTORY     - Date     Condition        Report By
 BX2059  HISTORY     - 1974     MONUMENTED       LADH
 BX2059  HISTORY     - 19950506 GOOD             USPSQD
 BX2059  HISTORY     - 20070115 GOOD             TENMAR
 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.
 BX2059
 BX2059                          STATION RECOVERY (2007)
 BX2059
 BX2059'RECOVERY NOTE BY TENTH MARINES SURVEY 2007 (WLD)
 BX2059'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 BX2059' 
 BX2059'THE STATION IS LOCATED 1.1 MILES NORTH OF THE NATCHITOCHES-VERNON
 BX2059'PARISH LINE.  IT IS LOCATED AT THE EDGE OF THE TREELINE, 16.5 METERS
 BX2059'EAST OF THE CENTERLINE OF LA HWY 117.  IT IS ALSO 3.5 METERS AT A
 BX2059'MAGNETIC AZIMUTH OF 0520 MILS FROM A 50CM PINE TREE WITH A US FORESTRY
 BX2059'SERVICE, DEPT OF AGRICULTURE SIGN.  A METAL WITNESS SIGN IS 0.6 METERS
 BX2059'WEST OF THE STATION.
 BX2059' 
 BX2059'THE STATION IS A BRONZE USCGS DISK WITH LA DEPT OF HIGHWAYS CAST IN
 BX2059'THE MARK.  IT IS SET IN A 25CM DIAMETER CONCRETE MONUMENT SET FLUSH
 BX2059'WITH THE GROUND.  THE DISK IS STAMPED '35 V 56 1974'
 BX2059' 
 BX2059'A MILITARY PPS GPS RECIEVER WAS USED TO DETERMINE A MORE PRECISE
 BX2059'LOCATION, 15RVQ8422971664
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2060+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 BX2060
 BX2060  HISTORY     - Date     Condition        Report By
 BX2060  HISTORY     - 1974     MONUMENTED       LADH
 BX2060  HISTORY     - 19950506 GOOD             USPSQD
 BX2060  HISTORY     - 20070115 GOOD             TENMAR
 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.
 BX2060
 BX2060                          STATION RECOVERY (2007)
 BX2060
 BX2060'RECOVERY NOTE BY TENTH MARINES SURVEY 2007 (WLD)
 BX2060'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 BX2060' 
 BX2060'THE STATION IS LOCATED 19.1 METERS EAST OF LA HWY 117 AT THE
 BX2060'NATCHITOCHES-VERNON PARISH LINE.  IT IS ON THE NORTH SIDE OF A WOOD
 BX2060'AND WIRE FENCE AND WEST OF THE TREELINE.  IT IS ALSO 14.1 METERS AT A
 BX2060'MAGNETIC AZIMUTH OF 1660 MILS FROM A SIGN READING 'ENTERING
 BX2060'NATCHITOCHES PARISH' AND 6.1 METERS AT A MAGNETIC AZIMUTH OF 3920 MILS
 BX2060'FROM A 37CM BLAZED PINE.
 BX2060' 
 BX2060'THE STATION IS A BRONZE USCGS DISK WITH LA DEPT OF HIGHWAYS CAST IN
 BX2060'THE MARK.  IT IS SET IN A 25CM CONCRETE MONUMENT SET FLUSH WITH THE
 BX2060'GROUND.  THE DISK IS STAMPED '35 V 57 1974'
 BX2060' 
 BX2060'A MILITARY PPS GPS RECIEVER WAS USED TO DETERMINE A MORE PRECISE
 BX2060'LOCATION, 15RVQ8374369983
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ1747
 CQ1747                          STATION RECOVERY (2006)
 CQ1747
 CQ1747'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 POOR             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.
 CQ1746
 CQ1746                          STATION RECOVERY (2006)
 CQ1746
 CQ1746'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ1746'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   USPSQD
 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.
 CQ2354
 CQ2354                          STATION RECOVERY (2006)
 CQ2354
 CQ2354'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2354' 
 CQ2354' 
 CQ2354' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   USPSQD
 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.
 CQ2355
 CQ2355                          STATION RECOVERY (2006)
 CQ2355
 CQ2355'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2355' 
 CQ2355' 
 CQ2355' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   USPSQD
 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.
 CQ2357
 CQ2357                          STATION RECOVERY (2006)
 CQ2357
 CQ2357'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2357' 
 CQ2357' 
 CQ2357' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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-         -25.88  (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 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  HISTORY     - 20061014 MARK NOT FOUND   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.
 CQ2359
 CQ2359                          STATION RECOVERY (2006)
 CQ2359
 CQ2359'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2359' 
 CQ2359' 
 CQ2359' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2360
 CQ2360                          STATION RECOVERY (2006)
 CQ2360
 CQ2360'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2360' 
 CQ2360' 
 CQ2360' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2832  **This station is located in a suspected subsidence area (see below).
 BH2832  ___________________________________________________________________
 BH2832  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH2832  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2832 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2832 ** and geoid heights are valid at the date of observation. These heights
 BH2832 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2825  **This station is located in a suspected subsidence area (see below).
 BH2825  ___________________________________________________________________
 BH2825  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH2825  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2825 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2825 ** and geoid heights are valid at the date of observation. These heights
 BH2825 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2824  **This station is located in a suspected subsidence area (see below).
 BH2824  ___________________________________________________________________
 BH2824  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BH2824  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2824 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2824 ** and geoid heights are valid at the date of observation. These heights
 BH2824 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2828  **This station is located in a suspected subsidence area (see below).
 BH2828  ___________________________________________________________________
 BH2828  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BH2828  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2828 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2828 ** and geoid heights are valid at the date of observation. These heights
 BH2828 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2829  **This station is located in a suspected subsidence area (see below).
 BH2829  ___________________________________________________________________
 BH2829  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BH2829  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2829 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2829 ** and geoid heights are valid at the date of observation. These heights
 BH2829 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2826  **This station is located in a suspected subsidence area (see below).
 BH2826  ___________________________________________________________________
 BH2826  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2826  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2826 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2826 ** and geoid heights are valid at the date of observation. These heights
 BH2826 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2833  **This station is located in a suspected subsidence area (see below).
 BH2833  ___________________________________________________________________
 BH2833  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2833  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2833 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2833 ** and geoid heights are valid at the date of observation. These heights
 BH2833 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2844  **This station is located in a suspected subsidence area (see below).
 BH2844  ___________________________________________________________________
 BH2844  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2844  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2844 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2844 ** and geoid heights are valid at the date of observation. These heights
 BH2844 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2795  **This station is located in a suspected subsidence area (see below).
 BH2795  ___________________________________________________________________
 BH2795  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BH2795  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2795 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2795 ** and geoid heights are valid at the date of observation. These heights
 BH2795 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2796  **This station is located in a suspected subsidence area (see below).
 BH2796  ___________________________________________________________________
 BH2796  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BH2796  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2796 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2796 ** and geoid heights are valid at the date of observation. These heights
 BH2796 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2799  **This station is located in a suspected subsidence area (see below).
 BH2799  ___________________________________________________________________
 BH2799  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BH2799  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2799 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2799 ** and geoid heights are valid at the date of observation. These heights
 BH2799 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 - June 01, 2005
 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  HISTORY     - 20050601 GOOD             GEOCAC
 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.
 CQ0275
 CQ0275                          STATION RECOVERY (2005)
 CQ0275
 CQ0275'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 in June 1991.
 CQ3415
 CQ3415.Photographs are available for this station.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 in June 1991.
 CQ3418
 CQ3418.Photographs are available for this station.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 in June 1991.
 CQ3425
 CQ3425.Photographs are available for this station.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3430+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 CQ3430
 CQ3430  HISTORY     - Date     Condition        Report By
 CQ3430  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3430  HISTORY     - 19961102 GOOD             USPSQD
 CQ3430  HISTORY     - 20080718 GOOD             GEOCAC
 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.
 CQ3430
 CQ3430                          STATION RECOVERY (2008)
 CQ3430
 CQ3430'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3431+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2008
 CQ3431
 CQ3431  HISTORY     - Date     Condition        Report By
 CQ3431  HISTORY     - 1986     MONUMENTED       LADTD
 CQ3431  HISTORY     - 20080718 GOOD             GEOCAC
 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.
 CQ3431
 CQ3431                          STATION RECOVERY (2008)
 CQ3431
 CQ3431'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0279+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 CQ0279
 CQ0279  HISTORY     - Date     Condition        Report By
 CQ0279  HISTORY     - 1968     MONUMENTED       LADH
 CQ0279  HISTORY     - 1968     GOOD             LADH
 CQ0279  HISTORY     - 20080623 GOOD             GEOCAC
 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.
 CQ0279
 CQ0279                          STATION RECOVERY (2008)
 CQ0279
 CQ0279'RECOVERY NOTE BY GEOCACHING 2008 (GFA)
 CQ0279'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20050524 GOOD             GEOCAC
 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.
 CQ2675
 CQ2675                          STATION RECOVERY (2005)
 CQ2675
 CQ2675'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 06.6
 CQ2663:UTM  15      -  MONROE EAST MUN TANK                     060 56 47.2
 CQ2663
 CQ2663|---------------------------------------------------------------------|
 CQ2663| PID    Reference Object                     Distance      Geod. Az  |
 CQ2663|                                                           dddmmss.s |
 CQ2663| CQ2671 MONROE EAST MUN TANK                APPROX. 3.4 KM 0612520.8 |
 CQ2663| CQ2722 MONROE RAD STA KLIC MAST            APPROX. 2.9 KM 1290012.4 |
 CQ2663| CQ2726 MONROE LOUISVILLE COOP W TK         APPROX. 2.8 KM 1711126.3 |
 CQ2663| CQ2727 MONROE USE RAD STA WUG 31 TWR       APPROX. 4.2 KM 1805753.8 |
 CQ2663| CQ2752 BROWNVILLE MUN W TANK               APPROX. 4.6 KM 2485319.2 |
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1970  **This station is located in a suspected subsidence area (see below).
 BJ1970  ___________________________________________________________________
 BJ1970  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ1970  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1970 ** and geoid heights are valid at the date of observation. These heights
 BJ1970 ** must always be validated when used as control.
 BJ1970 ** The orthometric height has not been validated since last determined
 BJ1970 ** by differential leveling and should not be used for control purposes.
 BJ1970 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1970 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1970 ** epoch indicated which incorporates improved geoid heights for the
 BJ1970 ** Southern Louisiana Subsidence area.
 BJ1970 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5083  **This station is located in a suspected subsidence area (see below).
 BJ5083  ___________________________________________________________________
 BJ5083  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ5083  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5083 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5083 ** and geoid heights are valid at the date of observation. These heights
 BJ5083 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5084  **This station is located in a suspected subsidence area (see below).
 BJ5084  ___________________________________________________________________
 BJ5084  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ5084  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5084 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5084 ** and geoid heights are valid at the date of observation. These heights
 BJ5084 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5085  **This station is located in a suspected subsidence area (see below).
 BJ5085  ___________________________________________________________________
 BJ5085  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ5085  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5085 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5085 ** and geoid heights are valid at the date of observation. These heights
 BJ5085 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5086  **This station is located in a suspected subsidence area (see below).
 BJ5086  ___________________________________________________________________
 BJ5086  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BJ5086  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5086 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5086 ** and geoid heights are valid at the date of observation. These heights
 BJ5086 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5087  **This station is located in a suspected subsidence area (see below).
 BJ5087  ___________________________________________________________________
 BJ5087  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ5087  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5087 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5087 ** and geoid heights are valid at the date of observation. These heights
 BJ5087 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5088  **This station is located in a suspected subsidence area (see below).
 BJ5088  ___________________________________________________________________
 BJ5088  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ5088  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5088 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5088 ** and geoid heights are valid at the date of observation. These heights
 BJ5088 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4981  **This station is located in a suspected subsidence area (see below).
 BJ4981  ___________________________________________________________________
 BJ4981  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ4981  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4981 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4981 ** and geoid heights are valid at the date of observation. These heights
 BJ4981 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5005  **This station is located in a suspected subsidence area (see below).
 BJ5005  ___________________________________________________________________
 BJ5005  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ5005  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5005 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5005 ** and geoid heights are valid at the date of observation. These heights
 BJ5005 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4532  **This station is located in a suspected subsidence area (see below).
 BJ4532  ___________________________________________________________________
 BJ4532  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4532  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4532 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4532 ** and geoid heights are valid at the date of observation. These heights
 BJ4532 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4531  **This station is located in a suspected subsidence area (see below).
 BJ4531  ___________________________________________________________________
 BJ4531  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4531  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4531 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4531 ** and geoid heights are valid at the date of observation. These heights
 BJ4531 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4530  **This station is located in a suspected subsidence area (see below).
 BJ4530  ___________________________________________________________________
 BJ4530  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4530  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4530 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4530 ** and geoid heights are valid at the date of observation. These heights
 BJ4530 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4529  **This station is located in a suspected subsidence area (see below).
 BJ4529  ___________________________________________________________________
 BJ4529  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4529  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4529 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4529 ** and geoid heights are valid at the date of observation. These heights
 BJ4529 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4528  **This station is located in a suspected subsidence area (see below).
 BJ4528  ___________________________________________________________________
 BJ4528  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4528  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4528 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4528 ** and geoid heights are valid at the date of observation. These heights
 BJ4528 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4526  **This station is located in a suspected subsidence area (see below).
 BJ4526  ___________________________________________________________________
 BJ4526  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4526  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4526 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4526 ** and geoid heights are valid at the date of observation. These heights
 BJ4526 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4527  **This station is located in a suspected subsidence area (see below).
 BJ4527  ___________________________________________________________________
 BJ4527  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4527  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4527 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4527 ** and geoid heights are valid at the date of observation. These heights
 BJ4527 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4508  **This station is located in a suspected subsidence area (see below).
 BJ4508  ___________________________________________________________________
 BJ4508  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4508  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4508 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4508 ** and geoid heights are valid at the date of observation. These heights
 BJ4508 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4507  **This station is located in a suspected subsidence area (see below).
 BJ4507  ___________________________________________________________________
 BJ4507  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4507  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4507 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4507 ** and geoid heights are valid at the date of observation. These heights
 BJ4507 ** must always be validated when used as control.
 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 more information.
 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
 BJ4507.Photographs are available for this station.
 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    3  
 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 25, 2008
 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  HISTORY     - 20080725 GOOD             JCLS
 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.
 BJ4507
 BJ4507                          STATION RECOVERY (2008)
 BJ4507
 BJ4507'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BJ4507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4506  **This station is located in a suspected subsidence area (see below).
 BJ4506  ___________________________________________________________________
 BJ4506  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4506  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4506 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4506 ** and geoid heights are valid at the date of observation. These heights
 BJ4506 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4505  **This station is located in a suspected subsidence area (see below).
 BJ4505  ___________________________________________________________________
 BJ4505  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4505  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4505 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4505 ** and geoid heights are valid at the date of observation. These heights
 BJ4505 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4504  **This station is located in a suspected subsidence area (see below).
 BJ4504  ___________________________________________________________________
 BJ4504  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ4504  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4504 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4504 ** and geoid heights are valid at the date of observation. These heights
 BJ4504 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4501  **This station is located in a suspected subsidence area (see below).
 BJ4501  ___________________________________________________________________
 BJ4501  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4501  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4501 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4501 ** and geoid heights are valid at the date of observation. These heights
 BJ4501 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4502  **This station is located in a suspected subsidence area (see below).
 BJ4502  ___________________________________________________________________
 BJ4502  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4502  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4502 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4502 ** and geoid heights are valid at the date of observation. These heights
 BJ4502 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4460  **This station is located in a suspected subsidence area (see below).
 BJ4460  ___________________________________________________________________
 BJ4460  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BJ4460  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4460 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4460 ** and geoid heights are valid at the date of observation. These heights
 BJ4460 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3161  **This station is located in a suspected subsidence area (see below).
 BK3161  ___________________________________________________________________
 BK3161  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BK3161  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3161 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3161 ** and geoid heights are valid at the date of observation. These heights
 BK3161 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -26.91  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 14 02.21534(N)    093 30 23.15496(W)     ADJUSTED  
 BK1699* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK1699  **This station is located in a suspected subsidence area (see below).
 BK1699  ___________________________________________________________________
 BK1699  EPOCH DATE  -        2002.00
 BK1699  X           -    -337,314.400 (meters)                     COMP
 BK1699  Y           -  -5,504,900.079 (meters)                     COMP
 BK1699  Z           -   3,192,795.971 (meters)                     COMP
 BK1699  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK1699  ELLIP HEIGHT-         -21.738 (meters)          (02/10/07) ADJUSTED
 BK1699  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BK1699
 BK1699  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1699  Type    PID    Designation                      North   East  Ellip
 BK1699  -------------------------------------------------------------------
 BK1699  NETWORK BK1699 4128 RESET                        1.23   1.02   3.00
 BK1699  -------------------------------------------------------------------
 BK1699
 BK1699.The horizontal coordinates were established by GPS observations
 BK1699.and adjusted by the National Geodetic Survey in February 2007.
 BK1699
 BK1699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1699.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1699.The horizontal coordinates are valid at the epoch date displayed above.
 BK1699.The epoch date for horizontal control is a decimal equivalence
 BK1699.of Year/Month/Day.
 BK1699
 BK1699.The orthometric height was determined by GPS observations and a
 BK1699.high-resolution geoid model.
 BK1699 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1699 ** and geoid heights are valid at the date of observation. These heights
 BK1699 ** must always be validated when used as control.
 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 more information.
 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
 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     -   194,182.102   790,845.697   MT  0.99993399   -1 05 11.7
 BK1699;SPC LA S     -   637,079.11  2,594,632.92   sFT  0.99993399   -1 05 11.7
 BK1699;UTM  15      - 3,344,817.668   451,270.471   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 (02/20/02)  -21.696  (m)                       GP(       ) 4 1
 BK1699  NAD 83(1992)-  30 14 02.21336(N)    093 30 23.15386(W) AD(       ) 1
 BK1699  ELLIP H (01/13/95)  -21.608  (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: 15RVP5127044818(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 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 = MARCH 13, 2009
 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(2007)-  30 12 50.74597(N)    092 18 52.52858(W)     ADJUSTED  
 BK0182* NAVD 88     -         6.00   (meters)      19.7    (feet)  GPS OBS(2006.81)
 BK0182  **This station is located in a suspected subsidence area (see below).
 BK0182  ___________________________________________________________________
 BK0182  EPOCH DATE  -        2002.00
 BK0182  X           -    -222,784.019 (meters)                     COMP
 BK0182  Y           -  -5,511,832.597 (meters)                     COMP
 BK0182  Z           -   3,190,894.586 (meters)                     COMP
 BK0182  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK0182  ELLIP HEIGHT-         -21.287 (meters)          (03/12/08) ADJUSTED
 BK0182  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BK0182
 BK0182  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0182  Type    PID    Designation                      North   East  Ellip
 BK0182  -------------------------------------------------------------------
 BK0182  NETWORK BK0182 416                               1.55   1.22   3.76
 BK0182  -------------------------------------------------------------------
 BK0182  ELLP ORDER  -  THIRD     CLASS I
 BK0182
 BK0182.The horizontal coordinates were established by GPS observations
 BK0182.and adjusted by the National Geodetic Survey in February 2007.
 BK0182
 BK0182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0182.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK0182.high-resolution geoid model.
 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 any height that may have been
 BK0182 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 BK0182;SPC LA S     -   190,402.643   905,533.479   MT  0.99993264   -0 29 26.3
 BK0182;SPC LA S     -   624,679.34  2,970,904.42   sFT  0.99993264   -0 29 26.3
 BK0182;UTM  15      - 3,342,707.881   565,964.508   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  ELLIP H (02/10/07)  -21.258  (m)                       GP(       )    
 BK0182  NAD 83(1992)-  30 12 50.74581(N)    092 18 52.52836(W) AD(2004.65) B
 BK0182  ELLIP H (06/22/05)  -21.254  (m)                       GP(2004.65) 4 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: CGS+SS
 BK0182_PROJECTION: FLUSH
 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 - September 24, 2008
 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  HISTORY     - 20060322 GOOD             NGS
 BK0182  HISTORY     - 20080924 GOOD             JCLS
 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.
 BK0182
 BK0182                          STATION RECOVERY (2006)
 BK0182
 BK0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0182'RECOVERED AS DESCRIBED.
 BK0182
 BK0182                          STATION RECOVERY (2008)
 BK0182
 BK0182'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BK0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK1468 ***********************************************************************
 BK1468  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1468  DESIGNATION -  4164 RESET
 BK1468  PID         -  BK1468
 BK1468  STATE/COUNTY-  LA/CALCASIEU
 BK1468  USGS QUAD   -  SULPHUR (1994)
 BK1468
 BK1468                         *CURRENT SURVEY CONTROL
 BK1468  ___________________________________________________________________
 BK1468* NAD 83(2007)-  30 13 02.02726(N)    093 22 33.82820(W)     ADJUSTED  
 BK1468* NAVD 88     -         3.34   (meters)      11.0    (feet)  GPS OBS(2006.81)
 BK1468  **This station is located in a suspected subsidence area (see below).
 BK1468  **This station is included in the VTDP model (see below).
 BK1468  ___________________________________________________________________
 BK1468  EPOCH DATE  -        2002.00
 BK1468  X           -    -324,842.737 (meters)                     COMP
 BK1468  Y           -  -5,506,582.809 (meters)                     COMP
 BK1468  Z           -   3,191,193.429 (meters)                     COMP
 BK1468  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK1468  ELLIP HEIGHT-         -23.963 (meters)          (03/12/08) ADJUSTED
 BK1468  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BK1468
 BK1468  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1468  Type    PID    Designation                      North   East  Ellip
 BK1468  -------------------------------------------------------------------
 BK1468  NETWORK BK1468 4164 RESET                        0.82   0.71   1.72
 BK1468  -------------------------------------------------------------------
 BK1468  ELLP ORDER  -  THIRD     CLASS I
 BK1468
 BK1468.The horizontal coordinates were established by GPS observations
 BK1468.and adjusted by the National Geodetic Survey in February 2007.
 BK1468
 BK1468.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1468.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK1468.high-resolution geoid model.
 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 with a Vertical Time-dependent
 BK1468 ** Positioning (VTDP) model and has been validated through GPS observations
 BK1468 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 BK1468;SPC LA S     -   192,098.304   803,358.876   MT  0.99993285   -1 01 17.0
 BK1468;SPC LA S     -   630,242.52  2,635,686.58   sFT  0.99993285   -1 01 17.0
 BK1468;UTM  15      - 3,342,916.348   463,808.683   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  ELLIP H (02/10/07)  -23.974  (m)                       GP(       )    
 BK1468  NAD 83(1992)-  30 13 02.02707(N)    093 22 33.82845(W) AD(2004.65) B
 BK1468  ELLIP H (06/22/05)  -23.968  (m)                       GP(2004.65) 4 1
 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: CGS+SS
 BK1468_PROJECTION: FLUSH
 BK1468_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - December 03, 2008
 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  HISTORY     - 20060327 GOOD             NGS
 BK1468  HISTORY     - 20081203 GOOD             BAKER
 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.
 BK1468
 BK1468                          STATION RECOVERY (2006)
 BK1468
 BK1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1468'RECOVERED AS DESCRIBED.
 BK1468
 BK1468                          STATION RECOVERY (2008)
 BK1468
 BK1468'RECOVERY NOTE BY M BAKER JR INCORPORATED 2008 (WD)
 BK1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1426  **This station is located in a suspected subsidence area (see below).
 BK1426  ___________________________________________________________________
 BK1426  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BK1426  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1426 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1426 ** and geoid heights are valid at the date of observation. These heights
 BK1426 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1986  **This station is located in a suspected subsidence area (see below).
 BJ1986  ___________________________________________________________________
 BJ1986  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ1986  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1986 ** and geoid heights are valid at the date of observation. These heights
 BJ1986 ** must always be validated when used as control.
 BJ1986 ** The orthometric height has not been validated since last determined
 BJ1986 ** by differential leveling and should not be used for control purposes.
 BJ1986 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1986 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1986 ** epoch indicated which incorporates improved geoid heights for the
 BJ1986 ** Southern Louisiana Subsidence area.
 BJ1986 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2504+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CP2504
 CP2504  HISTORY     - Date     Condition        Report By
 CP2504  HISTORY     - 1985     MONUMENTED       LADTD
 CP2504  HISTORY     - 20070324 GOOD             GEOCAC
 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.
 CP2504
 CP2504                          STATION RECOVERY (2007)
 CP2504
 CP2504'RECOVERY NOTE BY GEOCACHING 2007 (JRO)
 CP2504'FOUND N 32 30.449  W 91 31.618
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP2992+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2007
 CP2992
 CP2992  HISTORY     - Date     Condition        Report By
 CP2992  HISTORY     - 1973     MONUMENTED       LADTD
 CP2992  HISTORY     - 1981     GOOD             LADTD
 CP2992  HISTORY     - 20070324 GOOD             GEOCAC
 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.
 CP2992
 CP2992                          STATION RECOVERY (2007)
 CP2992
 CP2992'RECOVERY NOTE BY GEOCACHING 2007 (JRO)
 CP2992'FOUND N 32 27.401  W 91 41.778
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2053+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 BX2053
 BX2053  HISTORY     - Date     Condition        Report By
 BX2053  HISTORY     - 1970     MONUMENTED       LADH
 BX2053  HISTORY     - 1972     GOOD             LADTD
 BX2053  HISTORY     - 20010331 GOOD             NGS
 BX2053  HISTORY     - 20070621 GOOD             MAEC
 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.
 BX2053
 BX2053                          STATION RECOVERY (2007)
 BX2053
 BX2053'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BX2053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 02 14.06306(N)    090 37 17.74663(W)     ADJUSTED  
 DH3210* NAVD 88     -         9.57   (meters)      31.4    (feet)  GPS OBS(2006.81)
 DH3210  **This station is located in a suspected subsidence area (see below).
 DH3210  ___________________________________________________________________
 DH3210  EPOCH DATE  -        2002.00
 DH3210  X           -     -59,951.775 (meters)                     COMP
 DH3210  Y           -  -5,525,851.746 (meters)                     COMP
 DH3210  Z           -   3,173,939.767 (meters)                     COMP
 DH3210  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DH3210  ELLIP HEIGHT-         -16.702 (meters)          (03/12/08) ADJUSTED
 DH3210  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DH3210
 DH3210  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3210  Type    PID    Designation                      North   East  Ellip
 DH3210  -------------------------------------------------------------------
 DH3210  NETWORK DH3210 4437+49.06=PLMS 435               1.37   1.20   2.12
 DH3210  -------------------------------------------------------------------
 DH3210  ELLP ORDER  -  THIRD     CLASS I
 DH3210
 DH3210.The horizontal coordinates were established by GPS observations
 DH3210.and adjusted by the National Geodetic Survey in February 2007.
 DH3210
 DH3210.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3210.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3210.The horizontal coordinates are valid at the epoch date displayed above.
 DH3210.The epoch date for horizontal control is a decimal equivalence
 DH3210.of Year/Month/Day.
 DH3210
 DH3210.The orthometric height was determined by GPS observations and a
 DH3210.high-resolution geoid model.
 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 any height that may have been
 DH3210 ** previously 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
 DH3210.Photographs are available for this station.
 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     -   170,607.410 1,068,641.681   MT  0.99992595   +0 21 21.2
 DH3210;SPC LA S     -   559,734.48  3,506,035.25   sFT  0.99992595   +0 21 21.2
 DH3210;UTM  15      - 3,325,295.393   729,338.938   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  ELLIP H (02/10/07)  -16.662  (m)                       GP(       )    
 DH3210  NAD 83(1992)-  30 02 14.06325(N)    090 37 17.74651(W) AD(       ) B
 DH3210  ELLIP H (05/09/05)  -16.661  (m)                       GP(       ) 4 2
 DH3210
 DH3210.Superseded values are not recommended for survey control.
 DH3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3210.See file dsdata.txt to determine how the superseded data were derived.
 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: 4437 49.06 PLMS 435 1976
 DH3210_MARK LOGO: USE   
 DH3210_PROJECTION: RECESSED 3 CENTIMETERS
 DH3210_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - July 14, 2006
 DH3210
 DH3210  HISTORY     - Date     Condition        Report By
 DH3210  HISTORY     - UNK      MONUMENTED       USACE
 DH3210  HISTORY     - 20030107 GOOD             3001
 DH3210  HISTORY     - 20060714 GOOD             NGS
 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.
 DH3210
 DH3210                          STATION RECOVERY (2006)
 DH3210
 DH3210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DH3210'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 BX2610* NAVD 88     -        20.     (meters)      66.     (feet)  VERTCON   
 BX2610  ___________________________________________________________________
 BX2610  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX2610  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 in February 1994.
 BJ3831
 BJ3831.Photographs are available for this station.
 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 - January 29, 2008
 BJ3831
 BJ3831  HISTORY     - Date     Condition        Report By
 BJ3831  HISTORY     - 1985     MONUMENTED       LADTD
 BJ3831  HISTORY     - 19890524 GOOD             LADTD
 BJ3831  HISTORY     - 20060725 GOOD             SKW
 BJ3831  HISTORY     - 20080129 GOOD             JCLS
 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.
 BJ3831
 BJ3831                          STATION RECOVERY (2008)
 BJ3831
 BJ3831'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BJ3831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3436  **This station is located in a suspected subsidence area (see below).
 AU3436  ___________________________________________________________________
 AU3436  X           -    -147,016.953 (meters)                     COMP
 AU3436  Y           -  -5,552,155.977 (meters)                     COMP
 AU3436  Z           -   3,125,130.206 (meters)                     COMP
 AU3436  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3436  ELLIP HEIGHT-         -25.216 (meters)          (01/21/93) ADJUSTED
 AU3436  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3436 ** and geoid heights are valid at the date of observation. These heights
 AU3436 ** must always be validated when used as control.
 AU3436 ** The orthometric height has not been validated since last determined
 AU3436 ** by differential leveling and should not be used for control purposes.
 AU3436 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3436 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3436 ** epoch indicated which incorporates improved geoid heights for the
 AU3436 ** Southern Louisiana Subsidence area.
 AU3436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 31 49.12293(N)    091 31 00.34961(W)     ADJUSTED  
 AU3546* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3546  **This station is located in a suspected subsidence area (see below).
 AU3546  ___________________________________________________________________
 AU3546  EPOCH DATE  -        2002.00
 AU3546  X           -    -147,013.388 (meters)                     COMP
 AU3546  Y           -  -5,552,136.076 (meters)                     COMP
 AU3546  Z           -   3,125,166.399 (meters)                     COMP
 AU3546  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU3546  ELLIP HEIGHT-         -24.769 (meters)          (02/10/07) ADJUSTED
 AU3546  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU3546
 AU3546  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3546  Type    PID    Designation                      North   East  Ellip
 AU3546  -------------------------------------------------------------------
 AU3546  NETWORK AU3546 4634 F                            4.86   8.51  17.76
 AU3546  -------------------------------------------------------------------
 AU3546
 AU3546.The horizontal coordinates were established by GPS observations
 AU3546.and adjusted by the National Geodetic Survey in February 2007.
 AU3546
 AU3546.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3546.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3546.The horizontal coordinates are valid at the epoch date displayed above.
 AU3546.The epoch date for horizontal control is a decimal equivalence
 AU3546.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3546 ** and geoid heights are valid at the date of observation. These heights
 AU3546 ** must always be validated when used as control.
 AU3546 ** The orthometric height has not been validated since last determined
 AU3546 ** by differential leveling and should not be used for control purposes.
 AU3546 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3546 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3546 ** epoch indicated which incorporates improved geoid heights for the
 AU3546 ** Southern Louisiana Subsidence area.
 AU3546 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   114,219.710   982,219.463   MT  0.99995924   -0 05 30.2
 AU3546;SPC LA S     -   374,735.83  3,222,498.35   sFT  0.99995924   -0 05 30.2
 AU3546;UTM  15      - 3,267,659.062   643,731.859   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  NAD 83(1992)-  29 31 49.12167(N)    091 31 00.34393(W) AD(       ) 2
 AU3546  ELLIP H (11/12/93)  -24.788  (m)                       GP(       ) 5 1
 AU3546  NGVD 29 (11/12/93)    0.8    (m)            3.     (f) GPS OBS     3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1752+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2007
 CP1752
 CP1752  HISTORY     - Date     Condition        Report By
 CP1752  HISTORY     - UNK      MONUMENTED       LAGS
 CP1752  HISTORY     - 1966     GOOD             NGS
 CP1752  HISTORY     - 1969     GOOD             NGS
 CP1752  HISTORY     - 20070518 GOOD             MAEC
 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.
 CP1752
 CP1752                          STATION RECOVERY (2007)
 CP1752
 CP1752'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CP1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4459  **This station is located in a suspected subsidence area (see below).
 BJ4459  ___________________________________________________________________
 BJ4459  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BJ4459  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4459 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4459 ** and geoid heights are valid at the date of observation. These heights
 BJ4459 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4430  **This station is located in a suspected subsidence area (see below).
 BJ4430  ___________________________________________________________________
 BJ4430  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 BJ4430  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4430 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4430 ** and geoid heights are valid at the date of observation. These heights
 BJ4430 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4429  **This station is located in a suspected subsidence area (see below).
 BJ4429  ___________________________________________________________________
 BJ4429  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BJ4429  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4429 ** and geoid heights are valid at the date of observation. These heights
 BJ4429 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4418  **This station is located in a suspected subsidence area (see below).
 BJ4418  ___________________________________________________________________
 BJ4418  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BJ4418  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4418 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4418 ** and geoid heights are valid at the date of observation. These heights
 BJ4418 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4417  **This station is located in a suspected subsidence area (see below).
 BJ4417  ___________________________________________________________________
 BJ4417  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BJ4417  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4417 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4417 ** and geoid heights are valid at the date of observation. These heights
 BJ4417 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2333  **This station is located in a suspected subsidence area (see below).
 AU2333  ___________________________________________________________________
 AU2333  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2333  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2333 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2333 ** and geoid heights are valid at the date of observation. These heights
 AU2333 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4416  **This station is located in a suspected subsidence area (see below).
 BJ4416  ___________________________________________________________________
 BJ4416  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4416  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4416 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4416 ** and geoid heights are valid at the date of observation. These heights
 BJ4416 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4394  **This station is located in a suspected subsidence area (see below).
 BJ4394  ___________________________________________________________________
 BJ4394  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4394  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4394 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4394 ** and geoid heights are valid at the date of observation. These heights
 BJ4394 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 21 47.11687(N)    090 42 42.00670(W)     ADJUSTED  
 AH6338* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6338  **This station is located in a suspected subsidence area (see below).
 AH6338  ___________________________________________________________________
 AH6338  EPOCH DATE  -        2002.00
 AH6338  X           -     -69,098.438 (meters)                     COMP
 AH6338  Y           -  -5,562,765.669 (meters)                     COMP
 AH6338  Z           -   3,109,025.609 (meters)                     COMP
 AH6338  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6338  ELLIP HEIGHT-         -24.331 (meters)          (02/10/07) ADJUSTED
 AH6338  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH6338
 AH6338  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6338  Type    PID    Designation                      North   East  Ellip
 AH6338  -------------------------------------------------------------------
 AH6338  NETWORK AH6338 4PT.01                            1.25   1.14   3.04
 AH6338  -------------------------------------------------------------------
 AH6338
 AH6338.The horizontal coordinates were established by GPS observations
 AH6338.and adjusted by the National Geodetic Survey in February 2007.
 AH6338
 AH6338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6338.The horizontal coordinates are valid at the epoch date displayed above.
 AH6338.The epoch date for horizontal control is a decimal equivalence
 AH6338.of Year/Month/Day.
 AH6338
 AH6338.The orthometric height was determined by GPS observations and a
 AH6338.high-resolution geoid model.
 AH6338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6338 ** and geoid heights are valid at the date of observation. These heights
 AH6338 ** must always be validated when used as control.
 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 more information.
 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
 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     -    95,834.093 1,060,360.371   MT  0.99998725   +0 18 39.0
 AH6338;SPC LA S     -   314,415.69  3,478,865.65   sFT  0.99998725   +0 18 39.0
 AH6338;UTM  15      - 3,250,389.560   722,130.836   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 14.3
 AH6338:UTM  15      -  4PT.02                                   196 51 32.2
 AH6338
 AH6338|---------------------------------------------------------------------|
 AH6338| PID    Reference Object                     Distance      Geod. Az  |
 AH6338|                                                           dddmmss.s |
 AH6338| AH6337 4PT.02                              APPROX. 0.8 KM 1975853.3 |
 AH6338|---------------------------------------------------------------------|
 AH6338
 AH6338                          SUPERSEDED SURVEY CONTROL
 AH6338
 AH6338  ELLIP H (02/21/02)  -24.300  (m)                       GP(       ) 5 1
 AH6338  NAD 83(1992)-  29 21 47.11710(N)    090 42 42.00555(W) AD(       ) 1
 AH6338  ELLIP H (12/17/98)  -24.307  (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 = MARCH 13, 2009
 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(2007)-  29 21 21.82609(N)    090 42 51.37646(W)     ADJUSTED  
 AH6337* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6337  **This station is located in a suspected subsidence area (see below).
 AH6337  ___________________________________________________________________
 AH6337  EPOCH DATE  -        2002.00
 AH6337  X           -     -69,355.891 (meters)                     COMP
 AH6337  Y           -  -5,563,144.318 (meters)                     COMP
 AH6337  Z           -   3,108,346.963 (meters)                     COMP
 AH6337  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6337  ELLIP HEIGHT-         -24.282 (meters)          (02/10/07) ADJUSTED
 AH6337  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6337
 AH6337  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6337  Type    PID    Designation                      North   East  Ellip
 AH6337  -------------------------------------------------------------------
 AH6337  NETWORK AH6337 4PT.02                            1.63   1.35   3.27
 AH6337  -------------------------------------------------------------------
 AH6337
 AH6337.The horizontal coordinates were established by GPS observations
 AH6337.and adjusted by the National Geodetic Survey in February 2007.
 AH6337
 AH6337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6337.The horizontal coordinates are valid at the epoch date displayed above.
 AH6337.The epoch date for horizontal control is a decimal equivalence
 AH6337.of Year/Month/Day.
 AH6337
 AH6337.The orthometric height was determined by GPS observations and a
 AH6337.high-resolution geoid model.
 AH6337 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6337 ** and geoid heights are valid at the date of observation. These heights
 AH6337 ** must always be validated when used as control.
 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 more information.
 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
 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     -    95,054.059 1,060,111.871   MT  0.99998861   +0 18 34.3
 AH6337;SPC LA S     -   311,856.53  3,478,050.36   sFT  0.99998861   +0 18 34.3
 AH6337;UTM  15      - 3,249,605.912   721,893.357   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 (02/21/02)  -24.251  (m)                       GP(       ) 5 1
 AH6337  NAD 83(1992)-  29 21 21.82626(N)    090 42 51.37533(W) AD(       ) 1
 AH6337  ELLIP H (12/17/98)  -24.254  (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 = MARCH 13, 2009
 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(2007)-  29 20 54.16884(N)    090 43 01.17781(W)     ADJUSTED  
 AH6325* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6325  **This station is located in a suspected subsidence area (see below).
 AH6325  ___________________________________________________________________
 AH6325  EPOCH DATE  -        2002.00
 AH6325  X           -     -69,625.471 (meters)                     COMP
 AH6325  Y           -  -5,563,558.809 (meters)                     COMP
 AH6325  Z           -   3,107,604.972 (meters)                     COMP
 AH6325  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6325  ELLIP HEIGHT-         -23.803 (meters)          (02/10/07) ADJUSTED
 AH6325  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6325
 AH6325  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6325  Type    PID    Designation                      North   East  Ellip
 AH6325  -------------------------------------------------------------------
 AH6325  NETWORK AH6325 4PT.03                            1.31   1.10   2.76
 AH6325  -------------------------------------------------------------------
 AH6325
 AH6325.The horizontal coordinates were established by GPS observations
 AH6325.and adjusted by the National Geodetic Survey in February 2007.
 AH6325
 AH6325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6325.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6325.The horizontal coordinates are valid at the epoch date displayed above.
 AH6325.The epoch date for horizontal control is a decimal equivalence
 AH6325.of Year/Month/Day.
 AH6325
 AH6325.The orthometric height was determined by GPS observations and a
 AH6325.high-resolution geoid model.
 AH6325 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6325 ** and geoid heights are valid at the date of observation. These heights
 AH6325 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,201.107 1,059,852.085   MT  0.99999011   +0 18 29.4
 AH6325;SPC LA S     -   309,058.13  3,477,198.05   sFT  0.99999011   +0 18 29.4
 AH6325;UTM  15      - 3,248,749.180   721,645.622   MT  1.00020623   +1 07 09.8
 AH6325
 AH6325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6325!SPC LA S     -   1.00000374  x   0.99999011  =   0.99999385
 AH6325!UTM  15      -   1.00000374  x   1.00020623  =   1.00020997
 AH6325
 AH6325:                Primary Azimuth Mark                     Grid Az
 AH6325:SPC LA S     -  4PT.02                                   016 56 21.5
 AH6325:UTM  15      -  4PT.02                                   016 07 41.1
 AH6325
 AH6325|---------------------------------------------------------------------|
 AH6325| PID    Reference Object                     Distance      Geod. Az  |
 AH6325|                                                           dddmmss.s |
 AH6325| AH6337 4PT.02                              APPROX. 0.9 KM 0171450.9 |
 AH6325|---------------------------------------------------------------------|
 AH6325
 AH6325                          SUPERSEDED SURVEY CONTROL
 AH6325
 AH6325  ELLIP H (02/21/02)  -23.772  (m)                       GP(       ) 5 1
 AH6325  NAD 83(1992)-  29 20 54.16894(N)    090 43 01.17669(W) AD(       ) 1
 AH6325  ELLIP H (12/17/98)  -23.770  (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 = MARCH 13, 2009
 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(2007)-  29 20 27.88369(N)    090 42 49.08971(W)     ADJUSTED  
 AH6324* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6324  **This station is located in a suspected subsidence area (see below).
 AH6324  ___________________________________________________________________
 AH6324  EPOCH DATE  -        2002.00
 AH6324  X           -     -69,304.357 (meters)                     COMP
 AH6324  Y           -  -5,563,959.262 (meters)                     COMP
 AH6324  Z           -   3,106,899.408 (meters)                     COMP
 AH6324  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6324  ELLIP HEIGHT-         -24.025 (meters)          (02/10/07) ADJUSTED
 AH6324  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6324
 AH6324  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6324  Type    PID    Designation                      North   East  Ellip
 AH6324  -------------------------------------------------------------------
 AH6324  NETWORK AH6324 4PT.04                            1.37   1.04   2.57
 AH6324  -------------------------------------------------------------------
 AH6324
 AH6324.The horizontal coordinates were established by GPS observations
 AH6324.and adjusted by the National Geodetic Survey in February 2007.
 AH6324
 AH6324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6324.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6324.The horizontal coordinates are valid at the epoch date displayed above.
 AH6324.The epoch date for horizontal control is a decimal equivalence
 AH6324.of Year/Month/Day.
 AH6324
 AH6324.The orthometric height was determined by GPS observations and a
 AH6324.high-resolution geoid model.
 AH6324 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6324 ** and geoid heights are valid at the date of observation. These heights
 AH6324 ** must always be validated when used as control.
 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 more information.
 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
 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     -    93,393.583 1,060,182.532   MT  0.99999156   +0 18 35.5
 AH6324;SPC LA S     -   306,408.78  3,478,282.19   sFT  0.99999156   +0 18 35.5
 AH6324;UTM  15      - 3,247,946.242   721,987.540   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 42.4
 AH6324:UTM  15      -  4PT.03                                   336 56 03.0
 AH6324
 AH6324|---------------------------------------------------------------------|
 AH6324| PID    Reference Object                     Distance      Geod. Az  |
 AH6324|                                                           dddmmss.s |
 AH6324| AH6325 4PT.03                              APPROX. 0.9 KM 3380317.9 |
 AH6324|---------------------------------------------------------------------|
 AH6324
 AH6324                          SUPERSEDED SURVEY CONTROL
 AH6324
 AH6324  ELLIP H (02/21/02)  -23.994  (m)                       GP(       ) 5 1
 AH6324  NAD 83(1992)-  29 20 27.88374(N)    090 42 49.08860(W) AD(       ) 1
 AH6324  ELLIP H (12/17/98)  -23.990  (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 = MARCH 13, 2009
 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(2007)-  29 20 03.83228(N)    090 42 37.40026(W)     ADJUSTED  
 AH6323* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6323  **This station is located in a suspected subsidence area (see below).
 AH6323  ___________________________________________________________________
 AH6323  EPOCH DATE  -        2002.00
 AH6323  X           -     -68,993.536 (meters)                     COMP
 AH6323  Y           -  -5,564,326.104 (meters)                     COMP
 AH6323  Z           -   3,106,253.931 (meters)                     COMP
 AH6323  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AH6323  ELLIP HEIGHT-         -23.880 (meters)          (02/10/07) ADJUSTED
 AH6323  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AH6323
 AH6323  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6323  Type    PID    Designation                      North   East  Ellip
 AH6323  -------------------------------------------------------------------
 AH6323  NETWORK AH6323 4PT.05                            1.43   1.02   2.57
 AH6323  -------------------------------------------------------------------
 AH6323
 AH6323.The horizontal coordinates were established by GPS observations
 AH6323.and adjusted by the National Geodetic Survey in February 2007.
 AH6323
 AH6323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6323.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6323.The horizontal coordinates are valid at the epoch date displayed above.
 AH6323.The epoch date for horizontal control is a decimal equivalence
 AH6323.of Year/Month/Day.
 AH6323
 AH6323.The orthometric height was determined by GPS observations and a
 AH6323.high-resolution geoid model.
 AH6323 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6323 ** and geoid heights are valid at the date of observation. These heights
 AH6323 ** must always be validated when used as control.
 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 more information.
 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
 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 1,060,501.897   MT  0.99999290   +0 18 41.3
 AH6323;SPC LA S     -   303,984.91  3,479,329.97   sFT  0.99999290   +0 18 41.3
 AH6323;UTM  15      - 3,247,211.877   722,317.399   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 20.3
 AH6323:UTM  15      -  4PT.04                                   335 48 41.8
 AH6323
 AH6323|---------------------------------------------------------------------|
 AH6323| PID    Reference Object                     Distance      Geod. Az  |
 AH6323|                                                           dddmmss.s |
 AH6323| AH6324 4PT.04                              APPROX. 0.8 KM 3365601.6 |
 AH6323|---------------------------------------------------------------------|
 AH6323
 AH6323                          SUPERSEDED SURVEY CONTROL
 AH6323
 AH6323  ELLIP H (02/21/02)  -23.849  (m)                       GP(       ) 5 1
 AH6323  NAD 83(1992)-  29 20 03.83229(N)    090 42 37.39915(W) AD(       ) 1
 AH6323  ELLIP H (12/17/98)  -23.843  (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 = MARCH 13, 2009
 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(2007)-  29 19 35.18273(N)    090 42 17.99037(W)     ADJUSTED  
 AH6320* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6320  **This station is located in a suspected subsidence area (see below).
 AH6320  ___________________________________________________________________
 AH6320  EPOCH DATE  -        2002.00
 AH6320  X           -     -68,475.233 (meters)                     COMP
 AH6320  Y           -  -5,564,764.166 (meters)                     COMP
 AH6320  Z           -   3,105,484.653 (meters)                     COMP
 AH6320  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH6320  ELLIP HEIGHT-         -24.410 (meters)          (02/10/07) ADJUSTED
 AH6320  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 AH6320
 AH6320  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6320  Type    PID    Designation                      North   East  Ellip
 AH6320  -------------------------------------------------------------------
 AH6320  NETWORK AH6320 4PT.06                            1.41   0.98   2.49
 AH6320  -------------------------------------------------------------------
 AH6320
 AH6320.The horizontal coordinates were established by GPS observations
 AH6320.and adjusted by the National Geodetic Survey in February 2007.
 AH6320
 AH6320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6320.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6320.The horizontal coordinates are valid at the epoch date displayed above.
 AH6320.The epoch date for horizontal control is a decimal equivalence
 AH6320.of Year/Month/Day.
 AH6320
 AH6320.The orthometric height was determined by GPS observations and a
 AH6320.high-resolution geoid model.
 AH6320 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6320 ** and geoid heights are valid at the date of observation. These heights
 AH6320 ** must always be validated when used as control.
 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 more information.
 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
 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 1,061,030.378   MT  0.99999451   +0 18 51.0
 AH6320;SPC LA S     -   301,100.33  3,481,063.83   sFT  0.99999451   +0 18 51.0
 AH6320;UTM  15      - 3,246,340.031   722,858.382   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 (02/21/02)  -24.383  (m)                       GP(       ) 5 1
 AH6320  NAD 83(1992)-  29 19 35.18273(N)    090 42 17.98925(W) AD(       ) 1
 AH6320  ELLIP H (12/17/98)  -24.377  (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 = MARCH 13, 2009
 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(2007)-  29 18 31.50762(N)    090 42 54.28572(W)     ADJUSTED  
 AH6340* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6340  **This station is located in a suspected subsidence area (see below).
 AH6340  ___________________________________________________________________
 AH6340  EPOCH DATE  -        2002.00
 AH6340  X           -     -69,466.418 (meters)                     COMP
 AH6340  Y           -  -5,565,712.127 (meters)                     COMP
 AH6340  Z           -   3,103,775.379 (meters)                     COMP
 AH6340  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AH6340  ELLIP HEIGHT-         -24.166 (meters)          (02/10/07) ADJUSTED
 AH6340  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 AH6340
 AH6340  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6340  Type    PID    Designation                      North   East  Ellip
 AH6340  -------------------------------------------------------------------
 AH6340  NETWORK AH6340 4PT.07                            1.16   0.94   2.82
 AH6340  -------------------------------------------------------------------
 AH6340
 AH6340.The horizontal coordinates were established by GPS observations
 AH6340.and adjusted by the National Geodetic Survey in February 2007.
 AH6340
 AH6340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6340.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6340.The horizontal coordinates are valid at the epoch date displayed above.
 AH6340.The epoch date for horizontal control is a decimal equivalence
 AH6340.of Year/Month/Day.
 AH6340
 AH6340.The orthometric height was determined by GPS observations and a
 AH6340.high-resolution geoid model.
 AH6340 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6340 ** and geoid heights are valid at the date of observation. These heights
 AH6340 ** must always be validated when used as control.
 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 more information.
 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
 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     -    89,809.770 1,060,061.694   MT  0.99999816   +0 18 32.9
 AH6340;SPC LA S     -   294,650.89  3,477,885.74   sFT  0.99999816   +0 18 32.9
 AH6340;UTM  15      - 3,244,360.314   721,917.387   MT  1.00020772   +1 07 08.3
 AH6340
 AH6340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6340!SPC LA S     -   1.00000380  x   0.99999816  =   1.00000196
 AH6340!UTM  15      -   1.00000380  x   1.00020772  =   1.00021152
 AH6340
 AH6340                          SUPERSEDED SURVEY CONTROL
 AH6340
 AH6340  ELLIP H (02/21/02)  -24.145  (m)                       GP(       ) 5 1
 AH6340  NAD 83(1992)-  29 18 31.50755(N)    090 42 54.28462(W) AD(       ) 1
 AH6340  ELLIP H (12/17/98)  -24.140  (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 = MARCH 13, 2009
 BJ0032 ***********************************************************************
 BJ0032  HT_MOD      -  This is a 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(2007)-  30 49 21.39594(N)    091 35 49.74891(W)     ADJUSTED  
 BJ0032* NAVD 88     -        13.91   (meters)      45.6    (feet)  GPS OBS   
 BJ0032  ___________________________________________________________________
 BJ0032  EPOCH DATE  -        2002.00
 BJ0032  X           -    -152,796.387 (meters)                     COMP
 BJ0032  Y           -  -5,479,952.937 (meters)                     COMP
 BJ0032  Z           -   3,249,013.199 (meters)                     COMP
 BJ0032  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ0032  ELLIP HEIGHT-         -13.408 (meters)          (02/10/07) ADJUSTED
 BJ0032  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ0032
 BJ0032  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0032  Type    PID    Designation                      North   East  Ellip
 BJ0032  -------------------------------------------------------------------
 BJ0032  NETWORK BJ0032 5 ABLDAPA                         0.90   0.71   1.31
 BJ0032  -------------------------------------------------------------------
 BJ0032
 BJ0032.The horizontal coordinates were established by GPS observations
 BJ0032.and adjusted by the National Geodetic Survey in February 2007.
 BJ0032
 BJ0032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0032.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0032.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0032.The epoch date for horizontal control is a decimal equivalence
 BJ0032.of Year/Month/Day.
 BJ0032
 BJ0032.The orthometric height was determined by GPS observations and a
 BJ0032.high-resolution geoid model.
 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
 BJ0032.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BJ0032;SPC LA S     -   257,485.874   974,756.934   MT  1.00002837   -0 07 54.9
 BJ0032;SPC LA S     -   844,768.24  3,198,015.04   sFT  1.00002837   -0 07 54.9
 BJ0032;UTM  15      - 3,410,784.692   634,178.010   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  NAD 83(1992)-  30 49 21.39592(N)    091 35 49.74856(W) AD(       ) B
 BJ0032  ELLIP H (05/09/05)  -13.415  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20061024 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.
 BK2131
 BK2131                          STATION RECOVERY (2006)
 BK2131
 BK2131'RECOVERY NOTE BY US POWER SQUADRON 2006 (CRB)
 BK2131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5188  **This station is located in a suspected subsidence area (see below).
 BJ5188  ___________________________________________________________________
 BJ5188  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5188  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5188 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5188 ** and geoid heights are valid at the date of observation. These heights
 BJ5188 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5187  **This station is located in a suspected subsidence area (see below).
 BJ5187  ___________________________________________________________________
 BJ5187  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ5187  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5187 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5187 ** and geoid heights are valid at the date of observation. These heights
 BJ5187 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5186  **This station is located in a suspected subsidence area (see below).
 BJ5186  ___________________________________________________________________
 BJ5186  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5186  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5186 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5186 ** and geoid heights are valid at the date of observation. These heights
 BJ5186 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5184  **This station is located in a suspected subsidence area (see below).
 BJ5184  ___________________________________________________________________
 BJ5184  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5184  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5184 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5184 ** and geoid heights are valid at the date of observation. These heights
 BJ5184 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5182  **This station is located in a suspected subsidence area (see below).
 BJ5182  ___________________________________________________________________
 BJ5182  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5182  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5182 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5182 ** and geoid heights are valid at the date of observation. These heights
 BJ5182 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5181  **This station is located in a suspected subsidence area (see below).
 BJ5181  ___________________________________________________________________
 BJ5181  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5181  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5181 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5181 ** and geoid heights are valid at the date of observation. These heights
 BJ5181 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5179  **This station is located in a suspected subsidence area (see below).
 BJ5179  ___________________________________________________________________
 BJ5179  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5179  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5179 ** and geoid heights are valid at the date of observation. These heights
 BJ5179 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5178  **This station is located in a suspected subsidence area (see below).
 BJ5178  ___________________________________________________________________
 BJ5178  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5178  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5178 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5178 ** and geoid heights are valid at the date of observation. These heights
 BJ5178 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -26.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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-         -26.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3199 ***********************************************************************
 DH3199  HT_MOD      -  This is a 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(2007)-  30 12 10.79895(N)    091 04 04.34806(W)     ADJUSTED  
 DH3199* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3199  **This station is located in a suspected subsidence area (see below).
 DH3199  ___________________________________________________________________
 DH3199  EPOCH DATE  -        2002.00
 DH3199  X           -    -102,818.697 (meters)                     COMP
 DH3199  Y           -  -5,515,999.752 (meters)                     COMP
 DH3199  Z           -   3,189,834.960 (meters)                     COMP
 DH3199  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH3199  ELLIP HEIGHT-         -14.480 (meters)          (02/10/07) ADJUSTED
 DH3199  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DH3199
 DH3199  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3199  Type    PID    Designation                      North   East  Ellip
 DH3199  -------------------------------------------------------------------
 DH3199  NETWORK DH3199 5064+53.74=ABLMS660               1.00   0.88   1.59
 DH3199  -------------------------------------------------------------------
 DH3199
 DH3199.The horizontal coordinates were established by GPS observations
 DH3199.and adjusted by the National Geodetic Survey in February 2007.
 DH3199
 DH3199.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3199.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3199.The horizontal coordinates are valid at the epoch date displayed above.
 DH3199.The epoch date for horizontal control is a decimal equivalence
 DH3199.of Year/Month/Day.
 DH3199
 DH3199.The orthometric height was determined by GPS observations and a
 DH3199.high-resolution geoid model.
 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 has not been validated since last determined
 DH3199 ** by differential leveling and should not be used for control purposes.
 DH3199 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   188,797.755 1,025,559.086   MT  0.99993194   +0 07 57.8
 DH3199;SPC LA S     -   619,413.97  3,364,688.43   sFT  0.99993194   +0 07 57.8
 DH3199;UTM  15      - 3,342,857.655   685,986.135   MT  1.00002677   +0 58 20.2
 DH3199
 DH3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3199!SPC LA S     -   1.00000227  x   0.99993194  =   0.99993421
 DH3199!UTM  15      -   1.00000227  x   1.00002677  =   1.00002904
 DH3199
 DH3199                          SUPERSEDED SURVEY CONTROL
 DH3199
 DH3199  NAD 83(1992)-  30 12 10.79900(N)    091 04 04.34780(W) AD(       ) B
 DH3199  ELLIP H (05/09/05)  -14.486  (m)                       GP(       ) 4 2
 DH3199
 DH3199.Superseded values are not recommended for survey control.
 DH3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3199.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3469  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3469 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3469 ** and geoid heights are valid at the date of observation. These heights
 AU3469 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 41 53.43689(N)    091 11 49.09490(W)     ADJUSTED  
 AC8203* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AC8203  **This station is located in a suspected subsidence area (see below).
 AC8203  ___________________________________________________________________
 AC8203  EPOCH DATE  -        2002.00
 AC8203  X           -    -115,830.271 (meters)                     COMP
 AC8203  Y           -  -5,543,677.513 (meters)                     COMP
 AC8203  Z           -   3,141,342.990 (meters)                     COMP
 AC8203  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AC8203  ELLIP HEIGHT-         -24.532 (meters)          (02/10/07) ADJUSTED
 AC8203  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AC8203
 AC8203  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8203  Type    PID    Designation                      North   East  Ellip
 AC8203  -------------------------------------------------------------------
 AC8203  NETWORK AC8203 51 B 002 RESET                    1.65   1.55   2.72
 AC8203  -------------------------------------------------------------------
 AC8203
 AC8203.The horizontal coordinates were established by GPS observations
 AC8203.and adjusted by the National Geodetic Survey in February 2007.
 AC8203
 AC8203.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8203.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8203.The horizontal coordinates are valid at the epoch date displayed above.
 AC8203.The epoch date for horizontal control is a decimal equivalence
 AC8203.of Year/Month/Day.
 AC8203
 AC8203.The orthometric height was determined by GPS observations and a
 AC8203.high-resolution geoid model.
 AC8203 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AC8203 ** and geoid heights are valid at the date of observation. These heights
 AC8203 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,819.533 1,013,195.945   MT  0.99993961   +0 04 05.5
 AC8203;SPC LA S     -   435,758.75  3,324,127.03   sFT  0.99993961   +0 04 05.5
 AC8203;UTM  15      - 3,286,701.747   674,436.572   MT  0.99997545   +0 53 36.6
 AC8203
 AC8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8203!SPC LA S     -   1.00000385  x   0.99993961  =   0.99994346
 AC8203!UTM  15      -   1.00000385  x   0.99997545  =   0.99997930
 AC8203
 AC8203:                Primary Azimuth Mark                     Grid Az
 AC8203:SPC LA S     -  51 B 003 RESET                           125 13 37.3
 AC8203:UTM  15      -  51 B 003 RESET                           124 24 06.2
 AC8203
 AC8203|---------------------------------------------------------------------|
 AC8203| PID    Reference Object                     Distance      Geod. Az  |
 AC8203|                                                           dddmmss.s |
 AC8203| AC8204 51 B 003 RESET                      APPROX. 0.7 KM 1251742.8 |
 AC8203|---------------------------------------------------------------------|
 AC8203
 AC8203                          SUPERSEDED SURVEY CONTROL
 AC8203
 AC8203  ELLIP H (02/20/02)  -24.578  (m)                       GP(       ) 4 1
 AC8203  NAD 83(1992)-  29 41 53.43661(N)    091 11 49.09303(W) AD(       ) 1
 AC8203  ELLIP H (07/31/00)  -24.523  (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 = MARCH 13, 2009
 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(2007)-  29 41 40.12471(N)    091 11 27.55764(W)     ADJUSTED  
 AC8204* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AC8204  **This station is located in a suspected subsidence area (see below).
 AC8204  ___________________________________________________________________
 AC8204  EPOCH DATE  -        2002.00
 AC8204  X           -    -115,255.645 (meters)                     COMP
 AC8204  Y           -  -5,543,892.644 (meters)                     COMP
 AC8204  Z           -   3,140,986.959 (meters)                     COMP
 AC8204  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AC8204  ELLIP HEIGHT-         -24.476 (meters)          (02/10/07) ADJUSTED
 AC8204  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AC8204
 AC8204  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8204  Type    PID    Designation                      North   East  Ellip
 AC8204  -------------------------------------------------------------------
 AC8204  NETWORK AC8204 51 B 003 RESET                    1.59   1.47   2.65
 AC8204  -------------------------------------------------------------------
 AC8204
 AC8204.The horizontal coordinates were established by GPS observations
 AC8204.and adjusted by the National Geodetic Survey in February 2007.
 AC8204
 AC8204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8204.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8204.The horizontal coordinates are valid at the epoch date displayed above.
 AC8204.The epoch date for horizontal control is a decimal equivalence
 AC8204.of Year/Month/Day.
 AC8204
 AC8204.The orthometric height was determined by GPS observations and a
 AC8204.high-resolution geoid model.
 AC8204 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AC8204 ** and geoid heights are valid at the date of observation. These heights
 AC8204 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,410.368 1,013,775.393   MT  0.99993995   +0 04 16.2
 AC8204;SPC LA S     -   434,416.35  3,326,028.10   sFT  0.99993995   +0 04 16.2
 AC8204;UTM  15      - 3,286,300.955   675,021.875   MT  0.99997797   +0 53 46.9
 AC8204
 AC8204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8204!SPC LA S     -   1.00000384  x   0.99993995  =   0.99994379
 AC8204!UTM  15      -   1.00000384  x   0.99997797  =   0.99998181
 AC8204
 AC8204:                Primary Azimuth Mark                     Grid Az
 AC8204:SPC LA S     -  L 004                                    124 55 04.0
 AC8204:UTM  15      -  L 004                                    124 05 33.3
 AC8204
 AC8204|---------------------------------------------------------------------|
 AC8204| PID    Reference Object                     Distance      Geod. Az  |
 AC8204|                                                           dddmmss.s |
 AC8204| AU3382 L 004                               476.131 METERS 1245920.2 |
 AC8204| AC8203 51 B 002 RESET                      APPROX. 0.7 KM 3051753.4 |
 AC8204|---------------------------------------------------------------------|
 AC8204
 AC8204                          SUPERSEDED SURVEY CONTROL
 AC8204
 AC8204  ELLIP H (02/20/02)  -24.522  (m)                       GP(       ) 4 1
 AC8204  NAD 83(1992)-  29 41 40.12442(N)    091 11 27.55578(W) AD(       ) 1
 AC8204  ELLIP H (07/31/00)  -24.467  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3472  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3472 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3472 ** and geoid heights are valid at the date of observation. These heights
 AU3472 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2384  **This station is located in a suspected subsidence area (see below).
 AU2384  ___________________________________________________________________
 AU2384  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2384  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2384 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2384 ** and geoid heights are valid at the date of observation. These heights
 AU2384 ** must always be validated when used as control.
 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 more information.
 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
 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 30.8
 AU2384:UTM  15      -  51A003                                   102 57 59.8
 AU2384
 AU2384|---------------------------------------------------------------------|
 AU2384| PID    Reference Object                     Distance      Geod. Az  |
 AU2384|                                                           dddmmss.s |
 AU2384| AU2382 51A003                              APPROX. 1.0 KM 1034837.8 |
 AU2384| AU2383 51A002 LADH 1969                    498.566 METERS 1131920.7 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2383  **This station is located in a suspected subsidence area (see below).
 AU2383  ___________________________________________________________________
 AU2383  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2383  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2383 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2383 ** and geoid heights are valid at the date of observation. These heights
 AU2383 ** must always be validated when used as control.
 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 more information.
 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
 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 04.5
 AU2383:UTM  15      -  51A003                                   093 17 33.9
 AU2383
 AU2383|---------------------------------------------------------------------|
 AU2383| PID    Reference Object                     Distance      Geod. Az  |
 AU2383|                                                           dddmmss.s |
 AU2383| AU2382 51A003                              490.293 METERS 0940820.1 |
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 40 38.90380(N)    091 17 10.70310(W)     ADJUSTED  
 AU2382* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2382  **This station is located in a suspected subsidence area (see below).
 AU2382  ___________________________________________________________________
 AU2382  EPOCH DATE  -        2002.00
 AU2382  X           -    -124,499.361 (meters)                     COMP
 AU2382  Y           -  -5,544,627.128 (meters)                     COMP
 AU2382  Z           -   3,139,349.654 (meters)                     COMP
 AU2382  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AU2382  ELLIP HEIGHT-         -23.815 (meters)          (02/10/07) ADJUSTED
 AU2382  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2382
 AU2382  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2382  Type    PID    Designation                      North   East  Ellip
 AU2382  -------------------------------------------------------------------
 AU2382  NETWORK AU2382 51A003                            1.14   1.00   2.06
 AU2382  -------------------------------------------------------------------
 AU2382
 AU2382.The horizontal coordinates were established by GPS observations
 AU2382.and adjusted by the National Geodetic Survey in February 2007.
 AU2382
 AU2382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2382.The horizontal coordinates are valid at the epoch date displayed above.
 AU2382.The epoch date for horizontal control is a decimal equivalence
 AU2382.of Year/Month/Day.
 AU2382
 AU2382.The orthometric height was scaled from a topographic map.
 AU2382 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2382 ** and geoid heights are valid at the date of observation. These heights
 AU2382 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,517.812 1,004,551.787   MT  0.99994157   +0 01 24.7
 AU2382;SPC LA S     -   428,207.19  3,295,766.99   sFT  0.99994157   +0 01 24.7
 AU2382;UTM  15      - 3,284,275.726   665,826.318   MT  0.99993930   +0 50 55.2
 AU2382
 AU2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2382!SPC LA S     -   1.00000374  x   0.99994157  =   0.99994531
 AU2382!UTM  15      -   1.00000374  x   0.99993930  =   0.99994304
 AU2382
 AU2382:                Primary Azimuth Mark                     Grid Az
 AU2382:SPC LA S     -  51A004                                   077 59 07.1
 AU2382:UTM  15      -  51A004                                   077 09 36.6
 AU2382
 AU2382|---------------------------------------------------------------------|
 AU2382| PID    Reference Object                     Distance      Geod. Az  |
 AU2382|                                                           dddmmss.s |
 AU2382| AU2381 51A004                              APPROX. 1.3 KM 0780031.8 |
 AU2382| AU2383 51A002 LADH 1969                    490.293 METERS 2740829.1 |
 AU2382|---------------------------------------------------------------------|
 AU2382
 AU2382                          SUPERSEDED SURVEY CONTROL
 AU2382
 AU2382  ELLIP H (02/20/02)  -23.867  (m)                       GP(       ) 4 1
 AU2382  NAD 83(1992)-  29 40 38.90391(N)    091 17 10.70144(W) AD(       ) 1
 AU2382  ELLIP H (07/31/00)  -23.812  (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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 40 47.42163(N)    091 16 24.76528(W)     ADJUSTED  
 AU2381* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2381  **This station is located in a suspected subsidence area (see below).
 AU2381  ___________________________________________________________________
 AU2381  EPOCH DATE  -        2002.00
 AU2381  X           -    -123,261.589 (meters)                     COMP
 AU2381  Y           -  -5,544,523.867 (meters)                     COMP
 AU2381  Z           -   3,139,576.935 (meters)                     COMP
 AU2381  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2381  ELLIP HEIGHT-         -24.994 (meters)          (02/10/07) ADJUSTED
 AU2381  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU2381
 AU2381  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2381  Type    PID    Designation                      North   East  Ellip
 AU2381  -------------------------------------------------------------------
 AU2381  NETWORK AU2381 51A004                            1.25   1.12   2.25
 AU2381  -------------------------------------------------------------------
 AU2381
 AU2381.The horizontal coordinates were established by GPS observations
 AU2381.and adjusted by the National Geodetic Survey in February 2007.
 AU2381
 AU2381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2381.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2381.The horizontal coordinates are valid at the epoch date displayed above.
 AU2381.The epoch date for horizontal control is a decimal equivalence
 AU2381.of Year/Month/Day.
 AU2381
 AU2381.The orthometric height was scaled from a topographic map.
 AU2381 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2381 ** and geoid heights are valid at the date of observation. These heights
 AU2381 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,780.643 1,005,786.753   MT  0.99994134   +0 01 47.6
 AU2381;SPC LA S     -   429,069.49  3,299,818.71   sFT  0.99994134   +0 01 47.6
 AU2381;UTM  15      - 3,284,556.315   667,057.372   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 07.0
 AU2381:UTM  15      -  51A003                                   257 09 36.4
 AU2381
 AU2381|---------------------------------------------------------------------|
 AU2381| PID    Reference Object                     Distance      Geod. Az  |
 AU2381|                                                           dddmmss.s |
 AU2381| AU2382 51A003                              APPROX. 1.3 KM 2580054.6 |
 AU2381|---------------------------------------------------------------------|
 AU2381
 AU2381                          SUPERSEDED SURVEY CONTROL
 AU2381
 AU2381  ELLIP H (02/20/02)  -25.050  (m)                       GP(       ) 4 1
 AU2381  NAD 83(1992)-  29 40 47.42164(N)    091 16 24.76350(W) AD(       ) 1
 AU2381  ELLIP H (07/31/00)  -24.995  (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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 40 59.25378(N)    091 15 40.85457(W)     ADJUSTED  
 AU2380* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2380  **This station is located in a suspected subsidence area (see below).
 AU2380  ___________________________________________________________________
 AU2380  EPOCH DATE  -        2002.00
 AU2380  X           -    -122,077.278 (meters)                     COMP
 AU2380  Y           -  -5,544,370.082 (meters)                     COMP
 AU2380  Z           -   3,139,893.716 (meters)                     COMP
 AU2380  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2380  ELLIP HEIGHT-         -24.464 (meters)          (02/10/07) ADJUSTED
 AU2380  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU2380
 AU2380  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2380  Type    PID    Designation                      North   East  Ellip
 AU2380  -------------------------------------------------------------------
 AU2380  NETWORK AU2380 51A005                            1.41   1.23   2.41
 AU2380  -------------------------------------------------------------------
 AU2380
 AU2380.The horizontal coordinates were established by GPS observations
 AU2380.and adjusted by the National Geodetic Survey in February 2007.
 AU2380
 AU2380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2380.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2380.The horizontal coordinates are valid at the epoch date displayed above.
 AU2380.The epoch date for horizontal control is a decimal equivalence
 AU2380.of Year/Month/Day.
 AU2380
 AU2380.The orthometric height was scaled from a topographic map.
 AU2380 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2380 ** and geoid heights are valid at the date of observation. These heights
 AU2380 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,145.623 1,006,967.098   MT  0.99994102   +0 02 09.6
 AU2380;SPC LA S     -   430,266.93  3,303,691.22   sFT  0.99994102   +0 02 09.6
 AU2380;UTM  15      - 3,284,938.258   668,232.344   MT  0.99994921   +0 51 40.3
 AU2380
 AU2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2380!SPC LA S     -   1.00000384  x   0.99994102  =   0.99994486
 AU2380!UTM  15      -   1.00000384  x   0.99994921  =   0.99995305
 AU2380
 AU2380:                Primary Azimuth Mark                     Grid Az
 AU2380:SPC LA S     -  51A004                                   252 49 03.4
 AU2380:UTM  15      -  51A004                                   251 59 32.7
 AU2380
 AU2380|---------------------------------------------------------------------|
 AU2380| PID    Reference Object                     Distance      Geod. Az  |
 AU2380|                                                           dddmmss.s |
 AU2380| AU2381 51A004                              APPROX. 1.2 KM 2525113.0 |
 AU2380|---------------------------------------------------------------------|
 AU2380
 AU2380                          SUPERSEDED SURVEY CONTROL
 AU2380
 AU2380  ELLIP H (02/20/02)  -24.519  (m)                       GP(       ) 4 1
 AU2380  NAD 83(1992)-  29 40 59.25367(N)    091 15 40.85266(W) AD(       ) 1
 AU2380  ELLIP H (07/31/00)  -24.464  (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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2367  **This station is located in a suspected subsidence area (see below).
 AU2367  ___________________________________________________________________
 AU2367  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2367  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2367 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2367 ** and geoid heights are valid at the date of observation. These heights
 AU2367 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2366  **This station is located in a suspected subsidence area (see below).
 AU2366  ___________________________________________________________________
 AU2366  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2366  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2366 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2366 ** and geoid heights are valid at the date of observation. These heights
 AU2366 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2365  **This station is located in a suspected subsidence area (see below).
 AU2365  ___________________________________________________________________
 AU2365  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2365  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2365 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2365 ** and geoid heights are valid at the date of observation. These heights
 AU2365 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2364  **This station is located in a suspected subsidence area (see below).
 AU2364  ___________________________________________________________________
 AU2364  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2364  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2364 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2364 ** and geoid heights are valid at the date of observation. These heights
 AU2364 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2363  **This station is located in a suspected subsidence area (see below).
 AU2363  ___________________________________________________________________
 AU2363  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2363  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2363 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2363 ** and geoid heights are valid at the date of observation. These heights
 AU2363 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2361  **This station is located in a suspected subsidence area (see below).
 AU2361  ___________________________________________________________________
 AU2361  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2361  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2361 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2361 ** and geoid heights are valid at the date of observation. These heights
 AU2361 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2362  **This station is located in a suspected subsidence area (see below).
 AU2362  ___________________________________________________________________
 AU2362  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2362  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2362 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2362 ** and geoid heights are valid at the date of observation. These heights
 AU2362 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 42 03.23276(N)    091 12 12.46368(W)     ADJUSTED  
 AU2360* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2360  **This station is located in a suspected subsidence area (see below).
 AU2360  ___________________________________________________________________
 AU2360  EPOCH DATE  -        2002.00
 AU2360  X           -    -116,455.203 (meters)                     COMP
 AU2360  Y           -  -5,543,514.995 (meters)                     COMP
 AU2360  Z           -   3,141,605.018 (meters)                     COMP
 AU2360  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2360  ELLIP HEIGHT-         -24.478 (meters)          (02/10/07) ADJUSTED
 AU2360  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU2360
 AU2360  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2360  Type    PID    Designation                      North   East  Ellip
 AU2360  -------------------------------------------------------------------
 AU2360  NETWORK AU2360 51A013                            1.39   1.22   2.39
 AU2360  -------------------------------------------------------------------
 AU2360
 AU2360.The horizontal coordinates were established by GPS observations
 AU2360.and adjusted by the National Geodetic Survey in February 2007.
 AU2360
 AU2360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2360.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2360.The horizontal coordinates are valid at the epoch date displayed above.
 AU2360.The epoch date for horizontal control is a decimal equivalence
 AU2360.of Year/Month/Day.
 AU2360
 AU2360.The orthometric height was scaled from a topographic map.
 AU2360 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2360 ** and geoid heights are valid at the date of observation. These heights
 AU2360 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,120.409 1,012,567.431   MT  0.99993936   +0 03 53.8
 AU2360;SPC LA S     -   436,745.88  3,322,064.98   sFT  0.99993936   +0 03 53.8
 AU2360;UTM  15      - 3,286,993.548   673,803.767   MT  0.99997273   +0 53 25.3
 AU2360
 AU2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2360!SPC LA S     -   1.00000384  x   0.99993936  =   0.99994320
 AU2360!UTM  15      -   1.00000384  x   0.99997273  =   0.99997657
 AU2360
 AU2360:                Primary Azimuth Mark                     Grid Az
 AU2360:SPC LA S     -  51A012                                   245 27 01.8
 AU2360:UTM  15      -  51A012                                   244 37 30.3
 AU2360
 AU2360|---------------------------------------------------------------------|
 AU2360| PID    Reference Object                     Distance      Geod. Az  |
 AU2360|                                                           dddmmss.s |
 AU2360| AU2362 51A012                              APPROX. 1.0 KM 2453055.6 |
 AU2360|---------------------------------------------------------------------|
 AU2360
 AU2360                          SUPERSEDED SURVEY CONTROL
 AU2360
 AU2360  ELLIP H (02/20/02)  -24.524  (m)                       GP(       ) 4 1
 AU2360  NAD 83(1992)-  29 42 03.23247(N)    091 12 12.46177(W) AD(       ) 1
 AU2360  ELLIP H (07/31/00)  -24.470  (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    3  
 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 HIGHWA 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2358  **This station is located in a suspected subsidence area (see below).
 AU2358  ___________________________________________________________________
 AU2358  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2358  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2358 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2358 ** and geoid heights are valid at the date of observation. These heights
 AU2358 ** must always be validated when used as control.
 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 more information.
 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
 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 14.9
 AU2358:UTM  15      -  51A013                                   244 02 43.2
 AU2358
 AU2358|---------------------------------------------------------------------|
 AU2358| PID    Reference Object                     Distance      Geod. Az  |
 AU2358|                                                           dddmmss.s |
 AU2358| AU2360 51A013                              APPROX. 0.9 KM 2445623.5 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3470  **This station is located in a suspected subsidence area (see below).
 AU3470  ___________________________________________________________________
 AU3470  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU3470  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3470 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3470 ** and geoid heights are valid at the date of observation. These heights
 AU3470 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3471  **This station is located in a suspected subsidence area (see below).
 AU3471  ___________________________________________________________________
 AU3471  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3471  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3471 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3471 ** and geoid heights are valid at the date of observation. These heights
 AU3471 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH3183  **This station is located in a suspected subsidence area (see below).
 BH3183  ___________________________________________________________________
 BH3183  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 BH3183  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH3183 ** and geoid heights are valid at the date of observation. These heights
 BH3183 ** must always be validated when used as control.
 BH3183 ** The orthometric height has not been validated since last determined
 BH3183 ** by differential leveling and should not be used for control purposes.
 BH3183 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH3183 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3183 ** epoch indicated which incorporates improved geoid heights for the
 BH3183 ** Southern Louisiana Subsidence area.
 BH3183 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2754  **This station is located in a suspected subsidence area (see below).
 BH2754  ___________________________________________________________________
 BH2754  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 BH2754  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2754 ** and geoid heights are valid at the date of observation. These heights
 BH2754 ** must always be validated when used as control.
 BH2754 ** The orthometric height has not been validated since last determined
 BH2754 ** by differential leveling and should not be used for control purposes.
 BH2754 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2754 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2754 ** epoch indicated which incorporates improved geoid heights for the
 BH2754 ** Southern Louisiana Subsidence area.
 BH2754 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH3184  **This station is located in a suspected subsidence area (see below).
 BH3184  ___________________________________________________________________
 BH3184  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BH3184  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH3184 ** and geoid heights are valid at the date of observation. These heights
 BH3184 ** must always be validated when used as control.
 BH3184 ** The orthometric height has not been validated since last determined
 BH3184 ** by differential leveling and should not be used for control purposes.
 BH3184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH3184 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3184 ** epoch indicated which incorporates improved geoid heights for the
 BH3184 ** Southern Louisiana Subsidence area.
 BH3184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH3186  **This station is located in a suspected subsidence area (see below).
 BH3186  ___________________________________________________________________
 BH3186  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BH3186  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH3186 ** and geoid heights are valid at the date of observation. These heights
 BH3186 ** must always be validated when used as control.
 BH3186 ** The orthometric height has not been validated since last determined
 BH3186 ** by differential leveling and should not be used for control purposes.
 BH3186 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH3186 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3186 ** epoch indicated which incorporates improved geoid heights for the
 BH3186 ** Southern Louisiana Subsidence area.
 BH3186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH3185  **This station is located in a suspected subsidence area (see below).
 BH3185  ___________________________________________________________________
 BH3185  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BH3185  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH3185 ** and geoid heights are valid at the date of observation. These heights
 BH3185 ** must always be validated when used as control.
 BH3185 ** The orthometric height has not been validated since last determined
 BH3185 ** by differential leveling and should not be used for control purposes.
 BH3185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH3185 ** The geoid height was determined by a new realization of GEOID03 for the
 BH3185 ** epoch indicated which incorporates improved geoid heights for the
 BH3185 ** Southern Louisiana Subsidence area.
 BH3185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2860  **This station is located in a suspected subsidence area (see below).
 BJ2860  ___________________________________________________________________
 BJ2860  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BJ2860  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2860  DYNAMIC HT  -          12.2   (meters)      40.    (feet)  COMP
 BJ2860  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ2860
 BJ2860  HORZ ORDER  -  SECOND
 BJ2860  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2860 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2860 ** and geoid heights are valid at the date of observation. These heights
 BJ2860 ** must always be validated when used as control.
 BJ2860 ** The orthometric height has not been validated since last determined
 BJ2860 ** by differential leveling and should not be used for control purposes.
 BJ2860 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2860 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2860 ** epoch indicated which incorporates improved geoid heights for the
 BJ2860 ** Southern Louisiana Subsidence area.
 BJ2860 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2860.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2864  **This station is located in a suspected subsidence area (see below).
 BJ2864  ___________________________________________________________________
 BJ2864  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BJ2864  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2864  DYNAMIC HT  -          10.9   (meters)      36.    (feet)  COMP
 BJ2864  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 BJ2864
 BJ2864  HORZ ORDER  -  SECOND
 BJ2864  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2864 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2864 ** and geoid heights are valid at the date of observation. These heights
 BJ2864 ** must always be validated when used as control.
 BJ2864 ** The orthometric height has not been validated since last determined
 BJ2864 ** by differential leveling and should not be used for control purposes.
 BJ2864 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2864 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2864 ** epoch indicated which incorporates improved geoid heights for the
 BJ2864 ** Southern Louisiana Subsidence area.
 BJ2864 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2864.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2865  **This station is located in a suspected subsidence area (see below).
 BJ2865  ___________________________________________________________________
 BJ2865  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BJ2865  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2865  DYNAMIC HT  -           4.7   (meters)      15.    (feet)  COMP
 BJ2865  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ2865
 BJ2865  HORZ ORDER  -  SECOND
 BJ2865  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2865 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2865 ** and geoid heights are valid at the date of observation. These heights
 BJ2865 ** must always be validated when used as control.
 BJ2865 ** The orthometric height has not been validated since last determined
 BJ2865 ** by differential leveling and should not be used for control purposes.
 BJ2865 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2865 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2865 ** epoch indicated which incorporates improved geoid heights for the
 BJ2865 ** Southern Louisiana Subsidence area.
 BJ2865 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2865.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2841  **This station is located in a suspected subsidence area (see below).
 BJ2841  ___________________________________________________________________
 BJ2841  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ2841  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ2841  DYNAMIC HT  -          12.3   (meters)      40.    (feet)  COMP
 BJ2841  MODELED GRAV-     979,355.3   (mgal)                       NAVD 88
 BJ2841
 BJ2841  HORZ ORDER  -  SECOND
 BJ2841  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2841 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2841 ** and geoid heights are valid at the date of observation. These heights
 BJ2841 ** must always be validated when used as control.
 BJ2841 ** The orthometric height has not been validated since last determined
 BJ2841 ** by differential leveling and should not be used for control purposes.
 BJ2841 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2841 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2841 ** epoch indicated which incorporates improved geoid heights for the
 BJ2841 ** Southern Louisiana Subsidence area.
 BJ2841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2841.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 BJ4132 ***********************************************************************
 BJ4132  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 24 55.75099(N)    090 02 40.37264(W)     ADJUSTED  
 BJ4132* NAVD 88     -        16.23   (meters)      53.2    (feet)  GPS OBS(2006.81)
 BJ4132  **This station is located in a suspected subsidence area (see below).
 BJ4132  ___________________________________________________________________
 BJ4132  EPOCH DATE  -        2002.00
 BJ4132  X           -      -4,280.241 (meters)                     COMP
 BJ4132  Y           -  -5,505,071.825 (meters)                     COMP
 BJ4132  Z           -   3,210,172.895 (meters)                     COMP
 BJ4132  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4132  ELLIP HEIGHT-         -10.615 (meters)          (03/12/08) ADJUSTED
 BJ4132  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BJ4132  HORZ ORDER  -  A
 BJ4132  ELLP ORDER  -  THIRD     CLASS I
 BJ4132
 BJ4132.The horizontal coordinates were established by GPS observations
 BJ4132.and adjusted by the National Geodetic Survey in March 2008.
 BJ4132
 BJ4132.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ4132.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ4132.The horizontal coordinates are valid at the epoch date displayed above.
 BJ4132.The epoch date for horizontal control is a decimal equivalence
 BJ4132.of Year/Month/Day.
 BJ4132
 BJ4132.The orthometric height was determined by GPS observations and a
 BJ4132.high-resolution geoid model.
 BJ4132 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4132 ** and geoid heights are valid at the date of observation. These heights
 BJ4132 ** must always be validated when used as control.
 BJ4132 ** The orthometric height was determined by GPS observations using
 BJ4132 ** precise GPS observation and processing techniques and a new
 BJ4132 ** realization of GEOID03. It supersedes any height that may have been
 BJ4132 ** previously determined for this station.
 BJ4132 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4132 ** epoch indicated which incorporates improved geoid heights for the
 BJ4132 ** Southern Louisiana Subsidence area.
 BJ4132 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ4132
 BJ4132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ4132
 BJ4132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ4132
 BJ4132.The ellipsoidal height was determined by GPS observations
 BJ4132.and is referenced to NAD 83.
 BJ4132
 BJ4132.The geoid height was determined by GEOID03.
 BJ4132
 BJ4132;                    North         East     Units Scale Factor Converg.
 BJ4132;SPC LA S     -   213,018.846 1,123,820.267   MT  0.99995184   +0 38 39.9
 BJ4132;SPC LA S     -   698,879.33  3,687,066.99   sFT  0.99995184   +0 38 39.9
 BJ4132;UTM  15      - 3,368,535.257   783,913.428   MT  1.00059454   +1 29 50.1
 BJ4132;UTM  16      - 3,368,762.451   207,523.740   MT  1.00065545   -1 32 32.8
 BJ4132
 BJ4132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ4132!SPC LA S     -   1.00000167  x   0.99995184  =   0.99995351
 BJ4132!UTM  15      -   1.00000167  x   1.00059454  =   1.00059621
 BJ4132!UTM  16      -   1.00000167  x   1.00065545  =   1.00065712
 BJ4132
 BJ4132                          SUPERSEDED SURVEY CONTROL
 BJ4132
 BJ4132.No superseded survey control is available for this station.
 BJ4132
 BJ4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8391368535(NAD 83)
 BJ4132_MARKER: DD = SURVEY DISK
 BJ4132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ4132_SP_SET: CONCRETE POST
 BJ4132_STAMPING: 52 V 011 1977
 BJ4132_MARK LOGO: LADHGS
 BJ4132_PROJECTION: FLUSH
 BJ4132_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060501 GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ4132'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1930  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1930 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1930 ** and geoid heights are valid at the date of observation. These heights
 BH1930 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1930+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2008
 BH1930
 BH1930  HISTORY     - Date     Condition        Report By
 BH1930  HISTORY     - 1977     MONUMENTED       LADTD
 BH1930  HISTORY     - 1978     GOOD             LADTD
 BH1930  HISTORY     - 1986     GOOD             LADTD
 BH1930  HISTORY     - 20080329 GOOD             FRELAN
 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.
 BH1930
 BH1930                          STATION RECOVERY (2008)
 BH1930
 BH1930'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2008 (JKS)
 BH1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1931  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1931 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1931 ** and geoid heights are valid at the date of observation. These heights
 BH1931 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1929  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1929 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1929 ** and geoid heights are valid at the date of observation. These heights
 BH1929 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3257  **This station is located in a suspected subsidence area (see below).
 BJ3257  ___________________________________________________________________
 BJ3257  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3257  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3257  DYNAMIC HT  -           9.3   (meters)      31.    (feet)  COMP
 BJ3257  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ3257
 BJ3257  HORZ ORDER  -  SECOND
 BJ3257  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3257 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3257 ** and geoid heights are valid at the date of observation. These heights
 BJ3257 ** must always be validated when used as control.
 BJ3257 ** The orthometric height has not been validated since last determined
 BJ3257 ** by differential leveling and should not be used for control purposes.
 BJ3257 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3257 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3257 ** epoch indicated which incorporates improved geoid heights for the
 BJ3257 ** Southern Louisiana Subsidence area.
 BJ3257 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3257.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3278  **This station is located in a suspected subsidence area (see below).
 BJ3278  ___________________________________________________________________
 BJ3278  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BJ3278  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BJ3278  DYNAMIC HT  -          11.3   (meters)      37.    (feet)  COMP
 BJ3278  MODELED GRAV-     979,351.0   (mgal)                       NAVD 88
 BJ3278
 BJ3278  HORZ ORDER  -  SECOND
 BJ3278  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3278 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3278 ** and geoid heights are valid at the date of observation. These heights
 BJ3278 ** must always be validated when used as control.
 BJ3278 ** The orthometric height has not been validated since last determined
 BJ3278 ** by differential leveling and should not be used for control purposes.
 BJ3278 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3278 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3278 ** epoch indicated which incorporates improved geoid heights for the
 BJ3278 ** Southern Louisiana Subsidence area.
 BJ3278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3278.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3279  **This station is located in a suspected subsidence area (see below).
 BJ3279  ___________________________________________________________________
 BJ3279  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3279  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3279  DYNAMIC HT  -          14.2   (meters)      47.    (feet)  COMP
 BJ3279  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3279
 BJ3279  HORZ ORDER  -  SECOND
 BJ3279  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3279 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3279 ** and geoid heights are valid at the date of observation. These heights
 BJ3279 ** must always be validated when used as control.
 BJ3279 ** The orthometric height has not been validated since last determined
 BJ3279 ** by differential leveling and should not be used for control purposes.
 BJ3279 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3279 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3279 ** epoch indicated which incorporates improved geoid heights for the
 BJ3279 ** Southern Louisiana Subsidence area.
 BJ3279 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3279.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3280* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3280  **This station is located in a suspected subsidence area (see below).
 BJ3280  ___________________________________________________________________
 BJ3280  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3280  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3280  DYNAMIC HT  -          15.5   (meters)      51.    (feet)  COMP
 BJ3280  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 BJ3280
 BJ3280  HORZ ORDER  -  SECOND
 BJ3280  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3280 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3280 ** and geoid heights are valid at the date of observation. These heights
 BJ3280 ** must always be validated when used as control.
 BJ3280 ** The orthometric height has not been validated since last determined
 BJ3280 ** by differential leveling and should not be used for control purposes.
 BJ3280 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3280 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3280 ** epoch indicated which incorporates improved geoid heights for the
 BJ3280 ** Southern Louisiana Subsidence area.
 BJ3280 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3280.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3282  **This station is located in a suspected subsidence area (see below).
 BJ3282  ___________________________________________________________________
 BJ3282  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3282  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3282  DYNAMIC HT  -          16.5   (meters)      54.    (feet)  COMP
 BJ3282  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ3282
 BJ3282  HORZ ORDER  -  SECOND
 BJ3282  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3282 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3282 ** and geoid heights are valid at the date of observation. These heights
 BJ3282 ** must always be validated when used as control.
 BJ3282 ** The orthometric height has not been validated since last determined
 BJ3282 ** by differential leveling and should not be used for control purposes.
 BJ3282 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3282 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3282 ** epoch indicated which incorporates improved geoid heights for the
 BJ3282 ** Southern Louisiana Subsidence area.
 BJ3282 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3282.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3283  **This station is located in a suspected subsidence area (see below).
 BJ3283  ___________________________________________________________________
 BJ3283  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3283  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3283  DYNAMIC HT  -          17.6   (meters)      58.    (feet)  COMP
 BJ3283  MODELED GRAV-     979,350.7   (mgal)                       NAVD 88
 BJ3283
 BJ3283  HORZ ORDER  -  SECOND
 BJ3283  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3283 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3283 ** and geoid heights are valid at the date of observation. These heights
 BJ3283 ** must always be validated when used as control.
 BJ3283 ** The orthometric height has not been validated since last determined
 BJ3283 ** by differential leveling and should not be used for control purposes.
 BJ3283 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3283 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3283 ** epoch indicated which incorporates improved geoid heights for the
 BJ3283 ** Southern Louisiana Subsidence area.
 BJ3283 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3283.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3284  **This station is located in a suspected subsidence area (see below).
 BJ3284  ___________________________________________________________________
 BJ3284  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3284  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3284  DYNAMIC HT  -          27.3   (meters)      90.    (feet)  COMP
 BJ3284  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3284
 BJ3284  HORZ ORDER  -  SECOND
 BJ3284  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3284 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3284 ** and geoid heights are valid at the date of observation. These heights
 BJ3284 ** must always be validated when used as control.
 BJ3284 ** The orthometric height has not been validated since last determined
 BJ3284 ** by differential leveling and should not be used for control purposes.
 BJ3284 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3284 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3284 ** epoch indicated which incorporates improved geoid heights for the
 BJ3284 ** Southern Louisiana Subsidence area.
 BJ3284 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3284.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3312  **This station is located in a suspected subsidence area (see below).
 BJ3312  ___________________________________________________________________
 BJ3312  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ3312  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3312  DYNAMIC HT  -          21.9   (meters)      72.    (feet)  COMP
 BJ3312  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 BJ3312
 BJ3312  HORZ ORDER  -  SECOND
 BJ3312  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3312 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3312 ** and geoid heights are valid at the date of observation. These heights
 BJ3312 ** must always be validated when used as control.
 BJ3312 ** The orthometric height has not been validated since last determined
 BJ3312 ** by differential leveling and should not be used for control purposes.
 BJ3312 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3312 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3312 ** epoch indicated which incorporates improved geoid heights for the
 BJ3312 ** Southern Louisiana Subsidence area.
 BJ3312 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3312.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3311  **This station is located in a suspected subsidence area (see below).
 BJ3311  ___________________________________________________________________
 BJ3311  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3311  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3311  DYNAMIC HT  -          24.1   (meters)      79.    (feet)  COMP
 BJ3311  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ3311
 BJ3311  HORZ ORDER  -  SECOND
 BJ3311  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3311 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3311 ** and geoid heights are valid at the date of observation. These heights
 BJ3311 ** must always be validated when used as control.
 BJ3311 ** The orthometric height has not been validated since last determined
 BJ3311 ** by differential leveling and should not be used for control purposes.
 BJ3311 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3311 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3311 ** epoch indicated which incorporates improved geoid heights for the
 BJ3311 ** Southern Louisiana Subsidence area.
 BJ3311 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3311.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3310  **This station is located in a suspected subsidence area (see below).
 BJ3310  ___________________________________________________________________
 BJ3310  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BJ3310  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BJ3310  DYNAMIC HT  -          22.7   (meters)      74.    (feet)  COMP
 BJ3310  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 BJ3310
 BJ3310  HORZ ORDER  -  SECOND
 BJ3310  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3310 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3310 ** and geoid heights are valid at the date of observation. These heights
 BJ3310 ** must always be validated when used as control.
 BJ3310 ** The orthometric height has not been validated since last determined
 BJ3310 ** by differential leveling and should not be used for control purposes.
 BJ3310 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3310 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3310 ** epoch indicated which incorporates improved geoid heights for the
 BJ3310 ** Southern Louisiana Subsidence area.
 BJ3310 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3310.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3309  **This station is located in a suspected subsidence area (see below).
 BJ3309  ___________________________________________________________________
 BJ3309  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BJ3309  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3309  DYNAMIC HT  -          20.2   (meters)      66.    (feet)  COMP
 BJ3309  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BJ3309
 BJ3309  HORZ ORDER  -  SECOND
 BJ3309  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3309 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3309 ** and geoid heights are valid at the date of observation. These heights
 BJ3309 ** must always be validated when used as control.
 BJ3309 ** The orthometric height has not been validated since last determined
 BJ3309 ** by differential leveling and should not be used for control purposes.
 BJ3309 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3309 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3309 ** epoch indicated which incorporates improved geoid heights for the
 BJ3309 ** Southern Louisiana Subsidence area.
 BJ3309 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3309.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3308  **This station is located in a suspected subsidence area (see below).
 BJ3308  ___________________________________________________________________
 BJ3308  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BJ3308  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3308  DYNAMIC HT  -          17.8   (meters)      58.    (feet)  COMP
 BJ3308  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
 BJ3308
 BJ3308  HORZ ORDER  -  SECOND
 BJ3308  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3308 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3308 ** and geoid heights are valid at the date of observation. These heights
 BJ3308 ** must always be validated when used as control.
 BJ3308 ** The orthometric height has not been validated since last determined
 BJ3308 ** by differential leveling and should not be used for control purposes.
 BJ3308 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3308 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3308 ** epoch indicated which incorporates improved geoid heights for the
 BJ3308 ** Southern Louisiana Subsidence area.
 BJ3308 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3308.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3307  **This station is located in a suspected subsidence area (see below).
 BJ3307  ___________________________________________________________________
 BJ3307  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ3307  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3307  DYNAMIC HT  -          19.0   (meters)      62.    (feet)  COMP
 BJ3307  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3307
 BJ3307  HORZ ORDER  -  SECOND
 BJ3307  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3307 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3307 ** and geoid heights are valid at the date of observation. These heights
 BJ3307 ** must always be validated when used as control.
 BJ3307 ** The orthometric height has not been validated since last determined
 BJ3307 ** by differential leveling and should not be used for control purposes.
 BJ3307 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3307 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3307 ** epoch indicated which incorporates improved geoid heights for the
 BJ3307 ** Southern Louisiana Subsidence area.
 BJ3307 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3307.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3306  **This station is located in a suspected subsidence area (see below).
 BJ3306  ___________________________________________________________________
 BJ3306  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BJ3306  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BJ3306  DYNAMIC HT  -          24.6   (meters)      81.    (feet)  COMP
 BJ3306  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 BJ3306
 BJ3306  HORZ ORDER  -  SECOND
 BJ3306  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3306 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3306 ** and geoid heights are valid at the date of observation. These heights
 BJ3306 ** must always be validated when used as control.
 BJ3306 ** The orthometric height has not been validated since last determined
 BJ3306 ** by differential leveling and should not be used for control purposes.
 BJ3306 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3306 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3306 ** epoch indicated which incorporates improved geoid heights for the
 BJ3306 ** Southern Louisiana Subsidence area.
 BJ3306 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3306.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3285  **This station is located in a suspected subsidence area (see below).
 BJ3285  ___________________________________________________________________
 BJ3285  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BJ3285  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BJ3285  DYNAMIC HT  -          29.5   (meters)      97.    (feet)  COMP
 BJ3285  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 BJ3285
 BJ3285  HORZ ORDER  -  SECOND
 BJ3285  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3285 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3285 ** and geoid heights are valid at the date of observation. These heights
 BJ3285 ** must always be validated when used as control.
 BJ3285 ** The orthometric height has not been validated since last determined
 BJ3285 ** by differential leveling and should not be used for control purposes.
 BJ3285 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3285 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3285 ** epoch indicated which incorporates improved geoid heights for the
 BJ3285 ** Southern Louisiana Subsidence area.
 BJ3285 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3285.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3286  **This station is located in a suspected subsidence area (see below).
 BJ3286  ___________________________________________________________________
 BJ3286  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 BJ3286  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BJ3286  DYNAMIC HT  -          34.9   (meters)     115.    (feet)  COMP
 BJ3286  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 BJ3286
 BJ3286  HORZ ORDER  -  SECOND
 BJ3286  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3286 ** and geoid heights are valid at the date of observation. These heights
 BJ3286 ** must always be validated when used as control.
 BJ3286 ** The orthometric height has not been validated since last determined
 BJ3286 ** by differential leveling and should not be used for control purposes.
 BJ3286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3286 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3286 ** epoch indicated which incorporates improved geoid heights for the
 BJ3286 ** Southern Louisiana Subsidence area.
 BJ3286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3286.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3287  **This station is located in a suspected subsidence area (see below).
 BJ3287  ___________________________________________________________________
 BJ3287  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BJ3287  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3287  DYNAMIC HT  -          35.3   (meters)     116.    (feet)  COMP
 BJ3287  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 BJ3287
 BJ3287  HORZ ORDER  -  SECOND
 BJ3287  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3287 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3287 ** and geoid heights are valid at the date of observation. These heights
 BJ3287 ** must always be validated when used as control.
 BJ3287 ** The orthometric height has not been validated since last determined
 BJ3287 ** by differential leveling and should not be used for control purposes.
 BJ3287 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3287 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3287 ** epoch indicated which incorporates improved geoid heights for the
 BJ3287 ** Southern Louisiana Subsidence area.
 BJ3287 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3287.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3288  **This station is located in a suspected subsidence area (see below).
 BJ3288  ___________________________________________________________________
 BJ3288  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BJ3288  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3288  DYNAMIC HT  -          39.8   (meters)     131.    (feet)  COMP
 BJ3288  MODELED GRAV-     979,347.9   (mgal)                       NAVD 88
 BJ3288
 BJ3288  HORZ ORDER  -  SECOND
 BJ3288  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3288 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3288 ** and geoid heights are valid at the date of observation. These heights
 BJ3288 ** must always be validated when used as control.
 BJ3288 ** The orthometric height has not been validated since last determined
 BJ3288 ** by differential leveling and should not be used for control purposes.
 BJ3288 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3288 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3288 ** epoch indicated which incorporates improved geoid heights for the
 BJ3288 ** Southern Louisiana Subsidence area.
 BJ3288 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3288.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3289  **This station is located in a suspected subsidence area (see below).
 BJ3289  ___________________________________________________________________
 BJ3289  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BJ3289  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3289  DYNAMIC HT  -          35.9   (meters)     118.    (feet)  COMP
 BJ3289  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 BJ3289
 BJ3289  HORZ ORDER  -  SECOND
 BJ3289  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3289 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3289 ** and geoid heights are valid at the date of observation. These heights
 BJ3289 ** must always be validated when used as control.
 BJ3289 ** The orthometric height has not been validated since last determined
 BJ3289 ** by differential leveling and should not be used for control purposes.
 BJ3289 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3289 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3289 ** epoch indicated which incorporates improved geoid heights for the
 BJ3289 ** Southern Louisiana Subsidence area.
 BJ3289 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3289.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3290  **This station is located in a suspected subsidence area (see below).
 BJ3290  ___________________________________________________________________
 BJ3290  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ3290  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3290  DYNAMIC HT  -          44.3   (meters)     145.    (feet)  COMP
 BJ3290  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ3290
 BJ3290  HORZ ORDER  -  SECOND
 BJ3290  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3290 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3290 ** and geoid heights are valid at the date of observation. These heights
 BJ3290 ** must always be validated when used as control.
 BJ3290 ** The orthometric height has not been validated since last determined
 BJ3290 ** by differential leveling and should not be used for control purposes.
 BJ3290 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3290 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3290 ** epoch indicated which incorporates improved geoid heights for the
 BJ3290 ** Southern Louisiana Subsidence area.
 BJ3290 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3290.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3291  **This station is located in a suspected subsidence area (see below).
 BJ3291  ___________________________________________________________________
 BJ3291  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BJ3291  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3291  DYNAMIC HT  -          47.1   (meters)     155.    (feet)  COMP
 BJ3291  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ3291
 BJ3291  HORZ ORDER  -  SECOND
 BJ3291  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3291 ** and geoid heights are valid at the date of observation. These heights
 BJ3291 ** must always be validated when used as control.
 BJ3291 ** The orthometric height has not been validated since last determined
 BJ3291 ** by differential leveling and should not be used for control purposes.
 BJ3291 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3291 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3291 ** epoch indicated which incorporates improved geoid heights for the
 BJ3291 ** Southern Louisiana Subsidence area.
 BJ3291 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3291.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3292  **This station is located in a suspected subsidence area (see below).
 BJ3292  ___________________________________________________________________
 BJ3292  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BJ3292  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ3292  DYNAMIC HT  -          44.3   (meters)     145.    (feet)  COMP
 BJ3292  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 BJ3292
 BJ3292  HORZ ORDER  -  SECOND
 BJ3292  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3292 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3292 ** and geoid heights are valid at the date of observation. These heights
 BJ3292 ** must always be validated when used as control.
 BJ3292 ** The orthometric height has not been validated since last determined
 BJ3292 ** by differential leveling and should not be used for control purposes.
 BJ3292 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3292 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3292 ** epoch indicated which incorporates improved geoid heights for the
 BJ3292 ** Southern Louisiana Subsidence area.
 BJ3292 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3292.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3293  **This station is located in a suspected subsidence area (see below).
 BJ3293  ___________________________________________________________________
 BJ3293  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ3293  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3293  DYNAMIC HT  -          41.8   (meters)     137.    (feet)  COMP
 BJ3293  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ3293
 BJ3293  HORZ ORDER  -  SECOND
 BJ3293  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3293 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3293 ** and geoid heights are valid at the date of observation. These heights
 BJ3293 ** must always be validated when used as control.
 BJ3293 ** The orthometric height has not been validated since last determined
 BJ3293 ** by differential leveling and should not be used for control purposes.
 BJ3293 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3293 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3293 ** epoch indicated which incorporates improved geoid heights for the
 BJ3293 ** Southern Louisiana Subsidence area.
 BJ3293 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3293.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5301  **This station is located in a suspected subsidence area (see below).
 BJ5301  ___________________________________________________________________
 BJ5301  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ5301  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ5301  HORZ ORDER  -  THIRD
 BJ5301  VERT ORDER  -  THIRD ? (See Below)
 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 scaled from a topographic map.
 BJ5301 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5301 ** and geoid heights are valid at the date of observation. These heights
 BJ5301 ** must always be validated when used as control.
 BJ5301 ** The orthometric height has not been validated since last determined
 BJ5301 ** by differential leveling and should not be used for control purposes.
 BJ5301 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5301 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5301 ** epoch indicated which incorporates improved geoid heights for the
 BJ5301 ** Southern Louisiana Subsidence area.
 BJ5301 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ5301.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 BJ3253 ***********************************************************************
 BJ3253  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 28 48.07809(N)    090 05 23.75029(W)     ADJUSTED  
 BJ3253* NAVD 88     -         5.75   (meters)      18.9    (feet)  GPS OBS(2006.81)
 BJ3253  **This station is located in a suspected subsidence area (see below).
 BJ3253  ___________________________________________________________________
 BJ3253  EPOCH DATE  -        2002.00
 BJ3253  X           -      -8,634.976 (meters)                     COMP
 BJ3253  Y           -  -5,501,432.101 (meters)                     COMP
 BJ3253  Z           -   3,216,335.255 (meters)                     COMP
 BJ3253  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3253  ELLIP HEIGHT-         -21.192 (meters)          (03/12/08) ADJUSTED
 BJ3253  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ3253  HORZ ORDER  -  A
 BJ3253  ELLP ORDER  -  THIRD     CLASS I
 BJ3253
 BJ3253.The horizontal coordinates were established by GPS observations
 BJ3253.and adjusted by the National Geodetic Survey in March 2008.
 BJ3253
 BJ3253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3253.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3253.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3253.The epoch date for horizontal control is a decimal equivalence
 BJ3253.of Year/Month/Day.
 BJ3253
 BJ3253.The orthometric height was determined by GPS observations and a
 BJ3253.high-resolution geoid model.
 BJ3253 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3253 ** and geoid heights are valid at the date of observation. These heights
 BJ3253 ** must always be validated when used as control.
 BJ3253 ** The orthometric height was determined by GPS observations using
 BJ3253 ** precise GPS observation and processing techniques and a new
 BJ3253 ** realization of GEOID03. It supersedes any height that may have been
 BJ3253 ** previously determined for this station.
 BJ3253 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3253 ** epoch indicated which incorporates improved geoid heights for the
 BJ3253 ** Southern Louisiana Subsidence area.
 BJ3253 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3253
 BJ3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3253
 BJ3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3253
 BJ3253.The ellipsoidal height was determined by GPS observations
 BJ3253.and is referenced to NAD 83.
 BJ3253
 BJ3253.The geoid height was determined by GEOID03.
 BJ3253
 BJ3253;                    North         East     Units Scale Factor Converg.
 BJ3253;SPC LA S     -   220,124.321 1,119,382.665   MT  0.99996060   +0 37 18.2
 BJ3253;SPC LA S     -   722,191.21  3,672,507.96   sFT  0.99996060   +0 37 18.2
 BJ3253;UTM  15      - 3,375,578.176   779,367.575   MT  1.00056293   +1 28 37.4
 BJ3253
 BJ3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3253!SPC LA S     -   1.00000333  x   0.99996060  =   0.99996393
 BJ3253!UTM  15      -   1.00000333  x   1.00056293  =   1.00056626
 BJ3253
 BJ3253                          SUPERSEDED SURVEY CONTROL
 BJ3253
 BJ3253  NAD 83(1992)-  30 28 48.07829(N)    090 05 23.74835(W) AD(       ) 2
 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: DD = SURVEY DISK
 BJ3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3253_SP_SET: CONCRETE POST
 BJ3253_STAMPING: 52 H 057 1979
 BJ3253_MARK LOGO: LADHGS
 BJ3253_PROJECTION: FLUSH
 BJ3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 21, 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  HISTORY     - 20060421 GOOD             NGS
 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.
 BJ3253
 BJ3253                          STATION RECOVERY (2006)
 BJ3253
 BJ3253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3253'RECOVERED IN GOOD CONDITION.  MARK IS LOCATED AT 700 COVINGTON CENTER
 BJ3253'IN FRONT OF A HAIR STUDIO ON SOUTHWEST SIDE OF HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3252  **This station is located in a suspected subsidence area (see below).
 BJ3252  ___________________________________________________________________
 BJ3252  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3252  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3252 ** and geoid heights are valid at the date of observation. These heights
 BJ3252 ** must always be validated when used as control.
 BJ3252 ** The orthometric height has not been validated since last determined
 BJ3252 ** by differential leveling and should not be used for control purposes.
 BJ3252 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3252 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3252 ** epoch indicated which incorporates improved geoid heights for the
 BJ3252 ** Southern Louisiana Subsidence area.
 BJ3252 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3250  **This station is located in a suspected subsidence area (see below).
 BJ3250  ___________________________________________________________________
 BJ3250  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3250  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3250  DYNAMIC HT  -           7.3   (meters)      24.    (feet)  COMP
 BJ3250  MODELED GRAV-     979,357.5   (mgal)                       NAVD 88
 BJ3250
 BJ3250  HORZ ORDER  -  SECOND
 BJ3250  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3250 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3250 ** and geoid heights are valid at the date of observation. These heights
 BJ3250 ** must always be validated when used as control.
 BJ3250 ** The orthometric height has not been validated since last determined
 BJ3250 ** by differential leveling and should not be used for control purposes.
 BJ3250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3250 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3250 ** epoch indicated which incorporates improved geoid heights for the
 BJ3250 ** Southern Louisiana Subsidence area.
 BJ3250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3250.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3249  **This station is located in a suspected subsidence area (see below).
 BJ3249  ___________________________________________________________________
 BJ3249  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BJ3249  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BJ3249  DYNAMIC HT  -           5.8   (meters)      19.    (feet)  COMP
 BJ3249  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3249
 BJ3249  HORZ ORDER  -  SECOND
 BJ3249  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3249 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3249 ** and geoid heights are valid at the date of observation. These heights
 BJ3249 ** must always be validated when used as control.
 BJ3249 ** The orthometric height has not been validated since last determined
 BJ3249 ** by differential leveling and should not be used for control purposes.
 BJ3249 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3249 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3249 ** epoch indicated which incorporates improved geoid heights for the
 BJ3249 ** Southern Louisiana Subsidence area.
 BJ3249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3249.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3248  **This station is located in a suspected subsidence area (see below).
 BJ3248  ___________________________________________________________________
 BJ3248  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BJ3248  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ3248  DYNAMIC HT  -           8.7   (meters)      29.    (feet)  COMP
 BJ3248  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 BJ3248
 BJ3248  HORZ ORDER  -  SECOND
 BJ3248  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3248 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3248 ** and geoid heights are valid at the date of observation. These heights
 BJ3248 ** must always be validated when used as control.
 BJ3248 ** The orthometric height has not been validated since last determined
 BJ3248 ** by differential leveling and should not be used for control purposes.
 BJ3248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3248 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3248 ** epoch indicated which incorporates improved geoid heights for the
 BJ3248 ** Southern Louisiana Subsidence area.
 BJ3248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3248.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3247  **This station is located in a suspected subsidence area (see below).
 BJ3247  ___________________________________________________________________
 BJ3247  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BJ3247  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ3247  DYNAMIC HT  -           5.7   (meters)      19.    (feet)  COMP
 BJ3247  MODELED GRAV-     979,355.6   (mgal)                       NAVD 88
 BJ3247
 BJ3247  HORZ ORDER  -  SECOND
 BJ3247  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3247 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3247 ** and geoid heights are valid at the date of observation. These heights
 BJ3247 ** must always be validated when used as control.
 BJ3247 ** The orthometric height has not been validated since last determined
 BJ3247 ** by differential leveling and should not be used for control purposes.
 BJ3247 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3247 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3247 ** epoch indicated which incorporates improved geoid heights for the
 BJ3247 ** Southern Louisiana Subsidence area.
 BJ3247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3247.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3258  **This station is located in a suspected subsidence area (see below).
 BJ3258  ___________________________________________________________________
 BJ3258  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BJ3258  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BJ3258  DYNAMIC HT  -           9.8   (meters)      32.    (feet)  COMP
 BJ3258  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3258
 BJ3258  HORZ ORDER  -  SECOND
 BJ3258  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3258 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3258 ** and geoid heights are valid at the date of observation. These heights
 BJ3258 ** must always be validated when used as control.
 BJ3258 ** The orthometric height has not been validated since last determined
 BJ3258 ** by differential leveling and should not be used for control purposes.
 BJ3258 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3258 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3258 ** epoch indicated which incorporates improved geoid heights for the
 BJ3258 ** Southern Louisiana Subsidence area.
 BJ3258 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3258.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3259  **This station is located in a suspected subsidence area (see below).
 BJ3259  ___________________________________________________________________
 BJ3259  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BJ3259  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3259  DYNAMIC HT  -           8.8   (meters)      29.    (feet)  COMP
 BJ3259  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 BJ3259
 BJ3259  HORZ ORDER  -  SECOND
 BJ3259  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3259 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3259 ** and geoid heights are valid at the date of observation. These heights
 BJ3259 ** must always be validated when used as control.
 BJ3259 ** The orthometric height has not been validated since last determined
 BJ3259 ** by differential leveling and should not be used for control purposes.
 BJ3259 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3259 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3259 ** epoch indicated which incorporates improved geoid heights for the
 BJ3259 ** Southern Louisiana Subsidence area.
 BJ3259 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3259.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3260  **This station is located in a suspected subsidence area (see below).
 BJ3260  ___________________________________________________________________
 BJ3260  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BJ3260  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3260  DYNAMIC HT  -           9.6   (meters)      31.    (feet)  COMP
 BJ3260  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 BJ3260
 BJ3260  HORZ ORDER  -  SECOND
 BJ3260  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3260 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3260 ** and geoid heights are valid at the date of observation. These heights
 BJ3260 ** must always be validated when used as control.
 BJ3260 ** The orthometric height has not been validated since last determined
 BJ3260 ** by differential leveling and should not be used for control purposes.
 BJ3260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3260 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3260 ** epoch indicated which incorporates improved geoid heights for the
 BJ3260 ** Southern Louisiana Subsidence area.
 BJ3260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3260.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3261  **This station is located in a suspected subsidence area (see below).
 BJ3261  ___________________________________________________________________
 BJ3261  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BJ3261  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BJ3261  DYNAMIC HT  -           8.7   (meters)      29.    (feet)  COMP
 BJ3261  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3261
 BJ3261  HORZ ORDER  -  SECOND
 BJ3261  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3261 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3261 ** and geoid heights are valid at the date of observation. These heights
 BJ3261 ** must always be validated when used as control.
 BJ3261 ** The orthometric height has not been validated since last determined
 BJ3261 ** by differential leveling and should not be used for control purposes.
 BJ3261 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3261 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3261 ** epoch indicated which incorporates improved geoid heights for the
 BJ3261 ** Southern Louisiana Subsidence area.
 BJ3261 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3261.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3262  **This station is located in a suspected subsidence area (see below).
 BJ3262  ___________________________________________________________________
 BJ3262  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BJ3262  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3262  DYNAMIC HT  -          10.2   (meters)      33.    (feet)  COMP
 BJ3262  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ3262
 BJ3262  HORZ ORDER  -  SECOND
 BJ3262  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3262 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3262 ** and geoid heights are valid at the date of observation. These heights
 BJ3262 ** must always be validated when used as control.
 BJ3262 ** The orthometric height has not been validated since last determined
 BJ3262 ** by differential leveling and should not be used for control purposes.
 BJ3262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3262 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3262 ** epoch indicated which incorporates improved geoid heights for the
 BJ3262 ** Southern Louisiana Subsidence area.
 BJ3262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3262.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3263  **This station is located in a suspected subsidence area (see below).
 BJ3263  ___________________________________________________________________
 BJ3263  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BJ3263  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BJ3263  DYNAMIC HT  -           9.9   (meters)      32.    (feet)  COMP
 BJ3263  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BJ3263
 BJ3263  HORZ ORDER  -  SECOND
 BJ3263  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3263 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3263 ** and geoid heights are valid at the date of observation. These heights
 BJ3263 ** must always be validated when used as control.
 BJ3263 ** The orthometric height has not been validated since last determined
 BJ3263 ** by differential leveling and should not be used for control purposes.
 BJ3263 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3263 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3263 ** epoch indicated which incorporates improved geoid heights for the
 BJ3263 ** Southern Louisiana Subsidence area.
 BJ3263 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3263.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3268  **This station is located in a suspected subsidence area (see below).
 BJ3268  ___________________________________________________________________
 BJ3268  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BJ3268  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BJ3268  DYNAMIC HT  -           9.2   (meters)      30.    (feet)  COMP
 BJ3268  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 BJ3268
 BJ3268  HORZ ORDER  -  SECOND
 BJ3268  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3268 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3268 ** and geoid heights are valid at the date of observation. These heights
 BJ3268 ** must always be validated when used as control.
 BJ3268 ** The orthometric height has not been validated since last determined
 BJ3268 ** by differential leveling and should not be used for control purposes.
 BJ3268 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3268 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3268 ** epoch indicated which incorporates improved geoid heights for the
 BJ3268 ** Southern Louisiana Subsidence area.
 BJ3268 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3268.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3269  **This station is located in a suspected subsidence area (see below).
 BJ3269  ___________________________________________________________________
 BJ3269  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BJ3269  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ3269  DYNAMIC HT  -           7.8   (meters)      26.    (feet)  COMP
 BJ3269  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 BJ3269
 BJ3269  HORZ ORDER  -  SECOND
 BJ3269  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3269 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3269 ** and geoid heights are valid at the date of observation. These heights
 BJ3269 ** must always be validated when used as control.
 BJ3269 ** The orthometric height has not been validated since last determined
 BJ3269 ** by differential leveling and should not be used for control purposes.
 BJ3269 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3269 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3269 ** epoch indicated which incorporates improved geoid heights for the
 BJ3269 ** Southern Louisiana Subsidence area.
 BJ3269 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3269.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3270  **This station is located in a suspected subsidence area (see below).
 BJ3270  ___________________________________________________________________
 BJ3270  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BJ3270  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BJ3270  DYNAMIC HT  -           6.9   (meters)      23.    (feet)  COMP
 BJ3270  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 BJ3270
 BJ3270  HORZ ORDER  -  SECOND
 BJ3270  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3270 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3270 ** and geoid heights are valid at the date of observation. These heights
 BJ3270 ** must always be validated when used as control.
 BJ3270 ** The orthometric height has not been validated since last determined
 BJ3270 ** by differential leveling and should not be used for control purposes.
 BJ3270 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3270 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3270 ** epoch indicated which incorporates improved geoid heights for the
 BJ3270 ** Southern Louisiana Subsidence area.
 BJ3270 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3270.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3313  **This station is located in a suspected subsidence area (see below).
 BJ3313  ___________________________________________________________________
 BJ3313  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BJ3313  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3313  DYNAMIC HT  -          49.0   (meters)     161.    (feet)  COMP
 BJ3313  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ3313
 BJ3313  HORZ ORDER  -  SECOND
 BJ3313  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3313 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3313 ** and geoid heights are valid at the date of observation. These heights
 BJ3313 ** must always be validated when used as control.
 BJ3313 ** The orthometric height has not been validated since last determined
 BJ3313 ** by differential leveling and should not be used for control purposes.
 BJ3313 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3313 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3313 ** epoch indicated which incorporates improved geoid heights for the
 BJ3313 ** Southern Louisiana Subsidence area.
 BJ3313 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3313.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3314  **This station is located in a suspected subsidence area (see below).
 BJ3314  ___________________________________________________________________
 BJ3314  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BJ3314  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ3314  DYNAMIC HT  -          50.9   (meters)     167.    (feet)  COMP
 BJ3314  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 BJ3314
 BJ3314  HORZ ORDER  -  SECOND
 BJ3314  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3314 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3314 ** and geoid heights are valid at the date of observation. These heights
 BJ3314 ** must always be validated when used as control.
 BJ3314 ** The orthometric height has not been validated since last determined
 BJ3314 ** by differential leveling and should not be used for control purposes.
 BJ3314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3314 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3314 ** epoch indicated which incorporates improved geoid heights for the
 BJ3314 ** Southern Louisiana Subsidence area.
 BJ3314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3314.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3315  **This station is located in a suspected subsidence area (see below).
 BJ3315  ___________________________________________________________________
 BJ3315  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ3315  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3315  DYNAMIC HT  -          41.8   (meters)     137.    (feet)  COMP
 BJ3315  MODELED GRAV-     979,345.2   (mgal)                       NAVD 88
 BJ3315
 BJ3315  HORZ ORDER  -  SECOND
 BJ3315  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3315 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3315 ** and geoid heights are valid at the date of observation. These heights
 BJ3315 ** must always be validated when used as control.
 BJ3315 ** The orthometric height has not been validated since last determined
 BJ3315 ** by differential leveling and should not be used for control purposes.
 BJ3315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3315 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3315 ** epoch indicated which incorporates improved geoid heights for the
 BJ3315 ** Southern Louisiana Subsidence area.
 BJ3315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3315.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3321  **This station is located in a suspected subsidence area (see below).
 BJ3321  ___________________________________________________________________
 BJ3321  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BJ3321  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ3321  DYNAMIC HT  -          53.5   (meters)     176.    (feet)  COMP
 BJ3321  MODELED GRAV-     979,344.4   (mgal)                       NAVD 88
 BJ3321
 BJ3321  HORZ ORDER  -  SECOND
 BJ3321  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3321 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3321 ** and geoid heights are valid at the date of observation. These heights
 BJ3321 ** must always be validated when used as control.
 BJ3321 ** The orthometric height has not been validated since last determined
 BJ3321 ** by differential leveling and should not be used for control purposes.
 BJ3321 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3321 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3321 ** epoch indicated which incorporates improved geoid heights for the
 BJ3321 ** Southern Louisiana Subsidence area.
 BJ3321 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3321.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3322  **This station is located in a suspected subsidence area (see below).
 BJ3322  ___________________________________________________________________
 BJ3322  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BJ3322  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BJ3322  DYNAMIC HT  -          57.1   (meters)     187.    (feet)  COMP
 BJ3322  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BJ3322
 BJ3322  HORZ ORDER  -  SECOND
 BJ3322  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3322 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3322 ** and geoid heights are valid at the date of observation. These heights
 BJ3322 ** must always be validated when used as control.
 BJ3322 ** The orthometric height has not been validated since last determined
 BJ3322 ** by differential leveling and should not be used for control purposes.
 BJ3322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3322 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3322 ** epoch indicated which incorporates improved geoid heights for the
 BJ3322 ** Southern Louisiana Subsidence area.
 BJ3322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3322.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3323  **This station is located in a suspected subsidence area (see below).
 BJ3323  ___________________________________________________________________
 BJ3323  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BJ3323  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BJ3323  DYNAMIC HT  -          37.5   (meters)     123.    (feet)  COMP
 BJ3323  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BJ3323
 BJ3323  HORZ ORDER  -  SECOND
 BJ3323  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3323 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3323 ** and geoid heights are valid at the date of observation. These heights
 BJ3323 ** must always be validated when used as control.
 BJ3323 ** The orthometric height has not been validated since last determined
 BJ3323 ** by differential leveling and should not be used for control purposes.
 BJ3323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3323 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3323 ** epoch indicated which incorporates improved geoid heights for the
 BJ3323 ** Southern Louisiana Subsidence area.
 BJ3323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3323.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3324  **This station is located in a suspected subsidence area (see below).
 BJ3324  ___________________________________________________________________
 BJ3324  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 BJ3324  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BJ3324  DYNAMIC HT  -          38.5   (meters)     126.    (feet)  COMP
 BJ3324  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ3324
 BJ3324  HORZ ORDER  -  SECOND
 BJ3324  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3324 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3324 ** and geoid heights are valid at the date of observation. These heights
 BJ3324 ** must always be validated when used as control.
 BJ3324 ** The orthometric height has not been validated since last determined
 BJ3324 ** by differential leveling and should not be used for control purposes.
 BJ3324 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3324 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3324 ** epoch indicated which incorporates improved geoid heights for the
 BJ3324 ** Southern Louisiana Subsidence area.
 BJ3324 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3324.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 DJ9331 ***********************************************************************
 DJ9331  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9331  DESIGNATION -  52 V 075 RESET
 DJ9331  PID         -  DJ9331
 DJ9331  STATE/COUNTY-  LA/ST TAMMANY
 DJ9331  USGS QUAD   -  SLIDELL (1994)
 DJ9331
 DJ9331                         *CURRENT SURVEY CONTROL
 DJ9331  ___________________________________________________________________
 DJ9331* NAD 83(2007)-  30 17 07.26231(N)    089 46 15.52916(W)     ADJUSTED  
 DJ9331* NAVD 88     -         3.24   (meters)      10.6    (feet)  GPS OBS(2006.81)
 DJ9331  **This station is located in a suspected subsidence area (see below).
 DJ9331  ___________________________________________________________________
 DJ9331  EPOCH DATE  -        2002.00
 DJ9331  X           -      22,033.625 (meters)                     COMP
 DJ9331  Y           -  -5,512,307.896 (meters)                     COMP
 DJ9331  Z           -   3,197,716.930 (meters)                     COMP
 DJ9331  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DJ9331  ELLIP HEIGHT-         -23.513 (meters)          (03/12/08) ADJUSTED
 DJ9331  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DJ9331  HORZ ORDER  -  A
 DJ9331  ELLP ORDER  -  THIRD     CLASS I
 DJ9331
 DJ9331.The horizontal coordinates were established by GPS observations
 DJ9331.and adjusted by the National Geodetic Survey in March 2008.
 DJ9331
 DJ9331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9331.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9331.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9331.The epoch date for horizontal control is a decimal equivalence
 DJ9331.of Year/Month/Day.
 DJ9331
 DJ9331.The orthometric height was determined by GPS observations and a
 DJ9331.high-resolution geoid model.
 DJ9331 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9331 ** and geoid heights are valid at the date of observation. These heights
 DJ9331 ** must always be validated when used as control.
 DJ9331 ** The orthometric height was determined by GPS observations using
 DJ9331 ** precise GPS observation and processing techniques and a new
 DJ9331 ** realization of GEOID03. It supersedes any height that may have been
 DJ9331 ** previously determined for this station.
 DJ9331 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9331 ** epoch indicated which incorporates improved geoid heights for the
 DJ9331 ** Southern Louisiana Subsidence area.
 DJ9331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9331
 DJ9331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9331
 DJ9331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9331
 DJ9331.The ellipsoidal height was determined by GPS observations
 DJ9331.and is referenced to NAD 83.
 DJ9331
 DJ9331.The geoid height was determined by GEOID03.
 DJ9331
 DJ9331;                    North         East     Units Scale Factor Converg.
 DJ9331;SPC LA S     -   198,921.330 1,150,298.519   MT  0.99993802   +0 46 52.3
 DJ9331;SPC LA S     -   652,627.73  3,773,937.72   sFT  0.99993802   +0 46 52.3
 DJ9331;UTM  16      - 3,353,657.186   233,461.841   MT  1.00047654   -1 23 53.7
 DJ9331
 DJ9331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9331!SPC LA S     -   1.00000369  x   0.99993802  =   0.99994171
 DJ9331!UTM  16      -   1.00000369  x   1.00047654  =   1.00048023
 DJ9331
 DJ9331                          SUPERSEDED SURVEY CONTROL
 DJ9331
 DJ9331.No superseded survey control is available for this station.
 DJ9331
 DJ9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3346253657(NAD 83)
 DJ9331_MARKER: DD = SURVEY DISK
 DJ9331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9331_STAMPING: 52 V 075 RESET 1982
 DJ9331_MARK LOGO: LADHGS
 DJ9331_PROJECTION: RECESSED 15 CENTIMETERS
 DJ9331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9331+STABILITY: SURFACE MOTION
 DJ9331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9331+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 DJ9331
 DJ9331  HISTORY     - Date     Condition        Report By
 DJ9331  HISTORY     - 1982     MONUMENTED       LADHGS
 DJ9331  HISTORY     - 20060624 SEE DESCRIPTION  NGS
 DJ9331
 DJ9331                          STATION DESCRIPTION
 DJ9331
 DJ9331'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RT)
 DJ9331'TO REACH THE STATION FROM I-10 EXIT 266, JUNCTION OF U.S. HIGHWAY 190
 DJ9331'(GAUSE ROAD) IN SLIDELL, GO 1.3 MI (2.1 KM)  WEST ON GAUSE ROAD TO
 DJ9331'ROBERTS ROAD, TURN RIGHT AND GO 200 FT (61.0 M) NORTH TO THE MARK ON
 DJ9331'THE RIGHT BETWEEN ROAD AND SIDEWALK.
 DJ9331' 
 DJ9331'THE MARK IS 97 FT (29.6 M) NORTH OF POWER POLE 49312 59174, 32 FT (9.8
 DJ9331'M) EAST OF THE CENTERLINE OF ROBERTS ROAD, 25.7 FT (7.8 M) NORTH OF
 DJ9331'THE O IN D.O.T.D. ON A STORM DRAIN INLET AT THE EAST CURB OF ROBERTS
 DJ9331'ROAD, AND 9.6 FT (2.9 M)  WEST OF A 6-FOOT CHAIN LINK FENCE AND
 DJ9331'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BH1841 ***********************************************************************
 BH1841  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 27 55.78117(N)    089 48 41.28227(W)     ADJUSTED  
 BH1841* NAVD 88     -        14.63   (meters)      48.0    (feet)  GPS OBS(2006.81)
 BH1841  **This station is located in a suspected subsidence area (see below).
 BH1841  ___________________________________________________________________
 BH1841  EPOCH DATE  -        2002.00
 BH1841  X           -      18,105.254 (meters)                     COMP
 BH1841  Y           -  -5,502,233.275 (meters)                     COMP
 BH1841  Z           -   3,214,951.650 (meters)                     COMP
 BH1841  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BH1841  ELLIP HEIGHT-         -12.517 (meters)          (03/12/08) ADJUSTED
 BH1841  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BH1841  HORZ ORDER  -  A
 BH1841  ELLP ORDER  -  THIRD     CLASS I
 BH1841
 BH1841.The horizontal coordinates were established by GPS observations
 BH1841.and adjusted by the National Geodetic Survey in March 2008.
 BH1841
 BH1841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1841.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH1841.The horizontal coordinates are valid at the epoch date displayed above.
 BH1841.The epoch date for horizontal control is a decimal equivalence
 BH1841.of Year/Month/Day.
 BH1841
 BH1841.The orthometric height was determined by GPS observations and a
 BH1841.high-resolution geoid model.
 BH1841 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1841 ** and geoid heights are valid at the date of observation. These heights
 BH1841 ** must always be validated when used as control.
 BH1841 ** The orthometric height was determined by GPS observations using
 BH1841 ** precise GPS observation and processing techniques and a new
 BH1841 ** realization of GEOID03. It supersedes any height that may have been
 BH1841 ** previously determined for this station.
 BH1841 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1841 ** epoch indicated which incorporates improved geoid heights for the
 BH1841 ** Southern Louisiana Subsidence area.
 BH1841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1841
 BH1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1841
 BH1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1841
 BH1841.The ellipsoidal height was determined by GPS observations
 BH1841.and is referenced to NAD 83.
 BH1841
 BH1841.The geoid height was determined by GEOID03.
 BH1841
 BH1841;                    North         East     Units Scale Factor Converg.
 BH1841;SPC LA S     -   218,836.664 1,146,138.690   MT  0.99995851   +0 45 39.4
 BH1841;SPC LA S     -   717,966.62  3,760,290.02   sFT  0.99995851   +0 45 39.4
 BH1841;UTM  16      - 3,373,727.379   230,061.918   MT  1.00049902   -1 25 34.8
 BH1841
 BH1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1841!SPC LA S     -   1.00000197  x   0.99995851  =   0.99996048
 BH1841!UTM  16      -   1.00000197  x   1.00049902  =   1.00050099
 BH1841
 BH1841                          SUPERSEDED SURVEY CONTROL
 BH1841
 BH1841.No superseded survey control is available for this station.
 BH1841
 BH1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU3006273727(NAD 83)
 BH1841_MARKER: DB = BENCH MARK DISK
 BH1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1841_SP_SET: CONCRETE POST
 BH1841_STAMPING: 52 V 098 1982
 BH1841_MARK LOGO: LADHGS
 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 SUITABLE FOR
 BH1841+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BH1841
 BH1841  HISTORY     - Date     Condition        Report By
 BH1841  HISTORY     - 1978     MONUMENTED       LADTD
 BH1841  HISTORY     - 1982     GOOD             LADTD
 BH1841  HISTORY     - 19900410 GOOD             LADTD
 BH1841  HISTORY     - 20060427 GOOD             NGS
 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.
 BH1841
 BH1841                          STATION RECOVERY (2006)
 BH1841
 BH1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1841'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BH1879 ***********************************************************************
 BH1879  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 19 09.19254(N)    089 57 25.75293(W)     ADJUSTED  
 BH1879* NAVD 88     -         4.55   (meters)      14.9    (feet)  GPS OBS(2006.81)
 BH1879  **This station is located in a suspected subsidence area (see below).
 BH1879  ___________________________________________________________________
 BH1879  EPOCH DATE  -        2002.00
 BH1879  X           -       4,120.781 (meters)                     COMP
 BH1879  Y           -  -5,510,457.084 (meters)                     COMP
 BH1879  Z           -   3,200,959.305 (meters)                     COMP
 BH1879  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BH1879  ELLIP HEIGHT-         -22.169 (meters)          (03/12/08) ADJUSTED
 BH1879  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BH1879  HORZ ORDER  -  A
 BH1879  ELLP ORDER  -  THIRD     CLASS I
 BH1879
 BH1879.The horizontal coordinates were established by GPS observations
 BH1879.and adjusted by the National Geodetic Survey in March 2008.
 BH1879
 BH1879.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1879.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH1879.The horizontal coordinates are valid at the epoch date displayed above.
 BH1879.The epoch date for horizontal control is a decimal equivalence
 BH1879.of Year/Month/Day.
 BH1879
 BH1879.The orthometric height was determined by GPS observations and a
 BH1879.high-resolution geoid model.
 BH1879 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1879 ** and geoid heights are valid at the date of observation. These heights
 BH1879 ** must always be validated when used as control.
 BH1879 ** The orthometric height was determined by GPS observations using
 BH1879 ** precise GPS observation and processing techniques and a new
 BH1879 ** realization of GEOID03. It supersedes any height that may have been
 BH1879 ** previously determined for this station.
 BH1879 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1879 ** epoch indicated which incorporates improved geoid heights for the
 BH1879 ** Southern Louisiana Subsidence area.
 BH1879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1879
 BH1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1879
 BH1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1879
 BH1879.The ellipsoidal height was determined by GPS observations
 BH1879.and is referenced to NAD 83.
 BH1879
 BH1879.The geoid height was determined by GEOID03.
 BH1879
 BH1879;                    North         East     Units Scale Factor Converg.
 BH1879;SPC LA S     -   202,445.880 1,132,344.461   MT  0.99994112   +0 41 17.2
 BH1879;SPC LA S     -   664,191.19  3,715,033.45   sFT  0.99994112   +0 41 17.2
 BH1879;UTM  16      - 3,357,864.858   215,644.268   MT  1.00059766   -1 29 37.8
 BH1879;UTM  15      - 3,358,082.963   792,599.604   MT  1.00065636   +1 32 13.8
 BH1879
 BH1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1879!SPC LA S     -   1.00000348  x   0.99994112  =   0.99994460
 BH1879!UTM  16      -   1.00000348  x   1.00059766  =   1.00060114
 BH1879!UTM  15      -   1.00000348  x   1.00065636  =   1.00065984
 BH1879
 BH1879                          SUPERSEDED SURVEY CONTROL
 BH1879
 BH1879.No superseded survey control is available for this station.
 BH1879
 BH1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1564457865(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: LADHGS
 BH1879_PROJECTION: FLUSH
 BH1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1879+STABILITY: SURFACE MOTION
 BH1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1879+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 BH1879
 BH1879  HISTORY     - Date     Condition        Report By
 BH1879  HISTORY     - 1983     MONUMENTED       LADTD
 BH1879  HISTORY     - 1986     GOOD             NGS
 BH1879  HISTORY     - 20060428 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.
 BH1879
 BH1879                          STATION RECOVERY (2006)
 BH1879
 BH1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1879'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BH1943 ***********************************************************************
 BH1943  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 31 21.73188(N)    089 55 40.21618(W)     ADJUSTED  
 BH1943* NAVD 88     -        24.81   (meters)      81.4    (feet)  GPS OBS(2006.81)
 BH1943  **This station is located in a suspected subsidence area (see below).
 BH1943  ___________________________________________________________________
 BH1943  EPOCH DATE  -        2002.00
 BH1943  X           -       6,925.877 (meters)                     COMP
 BH1943  Y           -  -5,499,049.113 (meters)                     COMP
 BH1943  Z           -   3,220,421.736 (meters)                     COMP
 BH1943  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 BH1943  ELLIP HEIGHT-          -2.366 (meters)          (03/12/08) ADJUSTED
 BH1943  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BH1943  HORZ ORDER  -  A
 BH1943  ELLP ORDER  -  THIRD     CLASS I
 BH1943
 BH1943.The horizontal coordinates were established by GPS observations
 BH1943.and adjusted by the National Geodetic Survey in March 2008.
 BH1943
 BH1943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1943.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH1943.The horizontal coordinates are valid at the epoch date displayed above.
 BH1943.The epoch date for horizontal control is a decimal equivalence
 BH1943.of Year/Month/Day.
 BH1943
 BH1943.The orthometric height was determined by GPS observations and a
 BH1943.high-resolution geoid model.
 BH1943 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1943 ** and geoid heights are valid at the date of observation. These heights
 BH1943 ** must always be validated when used as control.
 BH1943 ** The orthometric height was determined by GPS observations using
 BH1943 ** precise GPS observation and processing techniques and a new
 BH1943 ** realization of GEOID03. It supersedes any height that may have been
 BH1943 ** previously determined for this station.
 BH1943 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1943 ** epoch indicated which incorporates improved geoid heights for the
 BH1943 ** Southern Louisiana Subsidence area.
 BH1943 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1943
 BH1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1943
 BH1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1943
 BH1943.The ellipsoidal height was determined by GPS observations
 BH1943.and is referenced to NAD 83.
 BH1943
 BH1943.The geoid height was determined by GEOID03.
 BH1943
 BH1943;                    North         East     Units Scale Factor Converg.
 BH1943;SPC LA S     -   225,035.398 1,134,886.892   MT  0.99996709   +0 42 10.0
 BH1943;SPC LA S     -   738,303.63  3,723,374.74   sFT  0.99996709   +0 42 10.0
 BH1943;UTM  16      - 3,380,355.159   219,048.785   MT  1.00057387   -1 29 16.7
 BH1943;UTM  15      - 3,380,723.953   794,806.696   MT  1.00067232   +1 33 41.1
 BH1943
 BH1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1943!SPC LA S     -   1.00000037  x   0.99996709  =   0.99996746
 BH1943!UTM  16      -   1.00000037  x   1.00057387  =   1.00057424
 BH1943!UTM  15      -   1.00000037  x   1.00067232  =   1.00067269
 BH1943
 BH1943                          SUPERSEDED SURVEY CONTROL
 BH1943
 BH1943.No superseded survey control is available for this station.
 BH1943
 BH1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1904980355(NAD 83)
 BH1943_MARKER: DD = SURVEY DISK
 BH1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1943_SP_SET: CONCRETE POST
 BH1943_STAMPING: 52 V 136 1983
 BH1943_MARK LOGO: LADHGS
 BH1943_PROJECTION: FLUSH
 BH1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1943+STABILITY: SURFACE MOTION
 BH1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1943+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 BH1943
 BH1943  HISTORY     - Date     Condition        Report By
 BH1943  HISTORY     - 1983     MONUMENTED       LADTD
 BH1943  HISTORY     - 20060726 GOOD             NGS
 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.
 BH1943
 BH1943                          STATION RECOVERY (2006)
 BH1943
 BH1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3188 ***********************************************************************
 DH3188  HT_MOD      -  This is a 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(2007)-  29 47 48.24290(N)    090 00 17.73153(W)     ADJUSTED  
 DH3188* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3188  **This station is located in a suspected subsidence area (see below).
 DH3188  ___________________________________________________________________
 DH3188  EPOCH DATE  -        2002.00
 DH3188  X           -       -,476.200 (meters)                     COMP
 DH3188  Y           -  -5,539,470.292 (meters)                     COMP
 DH3188  Z           -   3,150,830.183 (meters)                     COMP
 DH3188  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DH3188  ELLIP HEIGHT-         -20.483 (meters)          (02/10/07) ADJUSTED
 DH3188  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 DH3188
 DH3188  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3188  Type    PID    Designation                      North   East  Ellip
 DH3188  -------------------------------------------------------------------
 DH3188  NETWORK DH3188 521+78.35=GPLDA 520               0.76   0.73   1.37
 DH3188  -------------------------------------------------------------------
 DH3188
 DH3188.The horizontal coordinates were established by GPS observations
 DH3188.and adjusted by the National Geodetic Survey in February 2007.
 DH3188
 DH3188.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3188.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3188.The horizontal coordinates are valid at the epoch date displayed above.
 DH3188.The epoch date for horizontal control is a decimal equivalence
 DH3188.of Year/Month/Day.
 DH3188
 DH3188.The orthometric height was determined by GPS observations and a
 DH3188.high-resolution geoid model.
 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 has not been validated since last determined
 DH3188 ** by differential leveling and should not be used for control purposes.
 DH3188 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   144,480.265 1,128,421.937   MT  0.99993205   +0 39 51.2
 DH3188;SPC LA S     -   474,015.67  3,702,164.30   sFT  0.99993205   +0 39 51.2
 DH3188;UTM  15      - 3,300,024.707   789,522.105   MT  1.00063436   +1 29 21.7
 DH3188;UTM  16      - 3,300,049.517   209,525.208   MT  1.00064118   -1 29 39.4
 DH3188
 DH3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3188!SPC LA S     -   1.00000322  x   0.99993205  =   0.99993527
 DH3188!UTM  15      -   1.00000322  x   1.00063436  =   1.00063758
 DH3188!UTM  16      -   1.00000322  x   1.00064118  =   1.00064440
 DH3188
 DH3188                          SUPERSEDED SURVEY CONTROL
 DH3188
 DH3188  NAD 83(1992)-  29 47 48.24309(N)    090 00 17.73170(W) AD(       ) B
 DH3188  ELLIP H (05/09/05)  -20.472  (m)                       GP(       ) 4 2
 DH3188
 DH3188.Superseded values are not recommended for survey control.
 DH3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3188.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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           -  -5,452,836.317 (meters)                     COMP
 BX1942  Z           -   3,284,197.564 (meters)                     COMP
 BX1942  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BX1942  ELLIP HEIGHT-          71.187 (meters)          (01/21/93) ADJUSTED
 BX1942  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2793  **This station is located in a suspected subsidence area (see below).
 BH2793  ___________________________________________________________________
 BH2793  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2793  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2793 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2793 ** and geoid heights are valid at the date of observation. These heights
 BH2793 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2802  **This station is located in a suspected subsidence area (see below).
 BH2802  ___________________________________________________________________
 BH2802  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BH2802  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2802 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2802 ** and geoid heights are valid at the date of observation. These heights
 BH2802 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2800  **This station is located in a suspected subsidence area (see below).
 BH2800  ___________________________________________________________________
 BH2800  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2800  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2800 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2800 ** and geoid heights are valid at the date of observation. These heights
 BH2800 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2803  **This station is located in a suspected subsidence area (see below).
 BH2803  ___________________________________________________________________
 BH2803  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2803  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2803 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2803 ** and geoid heights are valid at the date of observation. These heights
 BH2803 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2792  **This station is located in a suspected subsidence area (see below).
 BH2792  ___________________________________________________________________
 BH2792  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BH2792  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2792 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2792 ** and geoid heights are valid at the date of observation. These heights
 BH2792 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2855  **This station is located in a suspected subsidence area (see below).
 BH2855  ___________________________________________________________________
 BH2855  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BH2855  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2855 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2855 ** and geoid heights are valid at the date of observation. These heights
 BH2855 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2852  **This station is located in a suspected subsidence area (see below).
 BH2852  ___________________________________________________________________
 BH2852  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BH2852  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2852 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2852 ** and geoid heights are valid at the date of observation. These heights
 BH2852 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2743  **This station is located in a suspected subsidence area (see below).
 BH2743  ___________________________________________________________________
 BH2743  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BH2743  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2743 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2743 ** and geoid heights are valid at the date of observation. These heights
 BH2743 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2864  **This station is located in a suspected subsidence area (see below).
 BH2864  ___________________________________________________________________
 BH2864  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2864  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2864 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2864 ** and geoid heights are valid at the date of observation. These heights
 BH2864 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2865  **This station is located in a suspected subsidence area (see below).
 BH2865  ___________________________________________________________________
 BH2865  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BH2865  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2865 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2865 ** and geoid heights are valid at the date of observation. These heights
 BH2865 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2857  **This station is located in a suspected subsidence area (see below).
 BH2857  ___________________________________________________________________
 BH2857  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2857  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2857 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2857 ** and geoid heights are valid at the date of observation. These heights
 BH2857 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2736  **This station is located in a suspected subsidence area (see below).
 BH2736  ___________________________________________________________________
 BH2736  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BH2736  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2736 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2736 ** and geoid heights are valid at the date of observation. These heights
 BH2736 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2739  **This station is located in a suspected subsidence area (see below).
 BH2739  ___________________________________________________________________
 BH2739  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BH2739  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2739 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2739 ** and geoid heights are valid at the date of observation. These heights
 BH2739 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2740  **This station is located in a suspected subsidence area (see below).
 BH2740  ___________________________________________________________________
 BH2740  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BH2740  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2740 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2740 ** and geoid heights are valid at the date of observation. These heights
 BH2740 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2738  **This station is located in a suspected subsidence area (see below).
 BH2738  ___________________________________________________________________
 BH2738  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BH2738  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2738 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2738 ** and geoid heights are valid at the date of observation. These heights
 BH2738 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2738+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2008
 BH2738
 BH2738  HISTORY     - Date     Condition        Report By
 BH2738  HISTORY     - 1965     MONUMENTED       LADH
 BH2738  HISTORY     - 1986     GOOD             LADTD
 BH2738  HISTORY     - 20080329 GOOD             FRELAN
 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.
 BH2738
 BH2738                          STATION RECOVERY (2008)
 BH2738
 BH2738'RECOVERY NOTE BY FREELAND AND ASSOCIATES 2008 (JKS)
 BH2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2737  **This station is located in a suspected subsidence area (see below).
 BH2737  ___________________________________________________________________
 BH2737  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2737  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2737 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2737 ** and geoid heights are valid at the date of observation. These heights
 BH2737 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BH2750* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BH2750  **This station is located in a suspected subsidence area (see below).
 BH2750  ___________________________________________________________________
 BH2750  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 BH2750  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2750 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2750 ** and geoid heights are valid at the date of observation. These heights
 BH2750 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2751  **This station is located in a suspected subsidence area (see below).
 BH2751  ___________________________________________________________________
 BH2751  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BH2751  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2751 ** and geoid heights are valid at the date of observation. These heights
 BH2751 ** must always be validated when used as control.
 BH2751 ** The orthometric height has not been validated since last determined
 BH2751 ** by differential leveling and should not be used for control purposes.
 BH2751 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2751 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2751 ** epoch indicated which incorporates improved geoid heights for the
 BH2751 ** Southern Louisiana Subsidence area.
 BH2751 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2735  **This station is located in a suspected subsidence area (see below).
 BH2735  ___________________________________________________________________
 BH2735  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2735  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2735 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2735 ** and geoid heights are valid at the date of observation. These heights
 BH2735 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2853  **This station is located in a suspected subsidence area (see below).
 BH2853  ___________________________________________________________________
 BH2853  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 BH2853  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2853 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2853 ** and geoid heights are valid at the date of observation. These heights
 BH2853 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2742  **This station is located in a suspected subsidence area (see below).
 BH2742  ___________________________________________________________________
 BH2742  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BH2742  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2742 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2742 ** and geoid heights are valid at the date of observation. These heights
 BH2742 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2851  **This station is located in a suspected subsidence area (see below).
 BH2851  ___________________________________________________________________
 BH2851  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BH2851  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2851 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2851 ** and geoid heights are valid at the date of observation. These heights
 BH2851 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2854  **This station is located in a suspected subsidence area (see below).
 BH2854  ___________________________________________________________________
 BH2854  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BH2854  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2854 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2854 ** and geoid heights are valid at the date of observation. These heights
 BH2854 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2858  **This station is located in a suspected subsidence area (see below).
 BH2858  ___________________________________________________________________
 BH2858  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BH2858  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2858 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2858 ** and geoid heights are valid at the date of observation. These heights
 BH2858 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2861  **This station is located in a suspected subsidence area (see below).
 BH2861  ___________________________________________________________________
 BH2861  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BH2861  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2861 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2861 ** and geoid heights are valid at the date of observation. These heights
 BH2861 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2859  **This station is located in a suspected subsidence area (see below).
 BH2859  ___________________________________________________________________
 BH2859  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BH2859  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2859 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2859 ** and geoid heights are valid at the date of observation. These heights
 BH2859 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4237  **This station is located in a suspected subsidence area (see below).
 BJ4237  ___________________________________________________________________
 BJ4237  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4237  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4237 ** and geoid heights are valid at the date of observation. These heights
 BJ4237 ** must always be validated when used as control.
 BJ4237 ** The orthometric height has not been validated since last determined
 BJ4237 ** by differential leveling and should not be used for control purposes.
 BJ4237 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4237 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4237 ** epoch indicated which incorporates improved geoid heights for the
 BJ4237 ** Southern Louisiana Subsidence area.
 BJ4237 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4236  **This station is located in a suspected subsidence area (see below).
 BJ4236  ___________________________________________________________________
 BJ4236  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ4236  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4236 ** and geoid heights are valid at the date of observation. These heights
 BJ4236 ** must always be validated when used as control.
 BJ4236 ** The orthometric height has not been validated since last determined
 BJ4236 ** by differential leveling and should not be used for control purposes.
 BJ4236 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4236 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4236 ** epoch indicated which incorporates improved geoid heights for the
 BJ4236 ** Southern Louisiana Subsidence area.
 BJ4236 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4235  **This station is located in a suspected subsidence area (see below).
 BJ4235  ___________________________________________________________________
 BJ4235  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BJ4235  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4235 ** and geoid heights are valid at the date of observation. These heights
 BJ4235 ** must always be validated when used as control.
 BJ4235 ** The orthometric height has not been validated since last determined
 BJ4235 ** by differential leveling and should not be used for control purposes.
 BJ4235 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4235 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4235 ** epoch indicated which incorporates improved geoid heights for the
 BJ4235 ** Southern Louisiana Subsidence area.
 BJ4235 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4234  **This station is located in a suspected subsidence area (see below).
 BJ4234  ___________________________________________________________________
 BJ4234  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BJ4234  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4234 ** and geoid heights are valid at the date of observation. These heights
 BJ4234 ** must always be validated when used as control.
 BJ4234 ** The orthometric height has not been validated since last determined
 BJ4234 ** by differential leveling and should not be used for control purposes.
 BJ4234 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4234 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4234 ** epoch indicated which incorporates improved geoid heights for the
 BJ4234 ** Southern Louisiana Subsidence area.
 BJ4234 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4233  **This station is located in a suspected subsidence area (see below).
 BJ4233  ___________________________________________________________________
 BJ4233  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BJ4233  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4233 ** and geoid heights are valid at the date of observation. These heights
 BJ4233 ** must always be validated when used as control.
 BJ4233 ** The orthometric height has not been validated since last determined
 BJ4233 ** by differential leveling and should not be used for control purposes.
 BJ4233 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4233 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4233 ** epoch indicated which incorporates improved geoid heights for the
 BJ4233 ** Southern Louisiana Subsidence area.
 BJ4233 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4215  **This station is located in a suspected subsidence area (see below).
 BJ4215  ___________________________________________________________________
 BJ4215  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ4215  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4215 ** and geoid heights are valid at the date of observation. These heights
 BJ4215 ** must always be validated when used as control.
 BJ4215 ** The orthometric height has not been validated since last determined
 BJ4215 ** by differential leveling and should not be used for control purposes.
 BJ4215 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4215 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4215 ** epoch indicated which incorporates improved geoid heights for the
 BJ4215 ** Southern Louisiana Subsidence area.
 BJ4215 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4214  **This station is located in a suspected subsidence area (see below).
 BJ4214  ___________________________________________________________________
 BJ4214  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4214  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4214 ** and geoid heights are valid at the date of observation. These heights
 BJ4214 ** must always be validated when used as control.
 BJ4214 ** The orthometric height has not been validated since last determined
 BJ4214 ** by differential leveling and should not be used for control purposes.
 BJ4214 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4214 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4214 ** epoch indicated which incorporates improved geoid heights for the
 BJ4214 ** Southern Louisiana Subsidence area.
 BJ4214 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4213  **This station is located in a suspected subsidence area (see below).
 BJ4213  ___________________________________________________________________
 BJ4213  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ4213  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4213 ** and geoid heights are valid at the date of observation. These heights
 BJ4213 ** must always be validated when used as control.
 BJ4213 ** The orthometric height has not been validated since last determined
 BJ4213 ** by differential leveling and should not be used for control purposes.
 BJ4213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4213 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4213 ** epoch indicated which incorporates improved geoid heights for the
 BJ4213 ** Southern Louisiana Subsidence area.
 BJ4213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4212  **This station is located in a suspected subsidence area (see below).
 BJ4212  ___________________________________________________________________
 BJ4212  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BJ4212  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4212 ** and geoid heights are valid at the date of observation. These heights
 BJ4212 ** must always be validated when used as control.
 BJ4212 ** The orthometric height has not been validated since last determined
 BJ4212 ** by differential leveling and should not be used for control purposes.
 BJ4212 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4212 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4212 ** epoch indicated which incorporates improved geoid heights for the
 BJ4212 ** Southern Louisiana Subsidence area.
 BJ4212 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2896  **This station is located in a suspected subsidence area (see below).
 BH2896  ___________________________________________________________________
 BH2896  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2896  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2896 ** and geoid heights are valid at the date of observation. These heights
 BH2896 ** must always be validated when used as control.
 BH2896 ** The orthometric height has not been validated since last determined
 BH2896 ** by differential leveling and should not be used for control purposes.
 BH2896 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2896 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2896 ** epoch indicated which incorporates improved geoid heights for the
 BH2896 ** Southern Louisiana Subsidence area.
 BH2896 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2897  **This station is located in a suspected subsidence area (see below).
 BH2897  ___________________________________________________________________
 BH2897  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2897  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2897 ** and geoid heights are valid at the date of observation. These heights
 BH2897 ** must always be validated when used as control.
 BH2897 ** The orthometric height has not been validated since last determined
 BH2897 ** by differential leveling and should not be used for control purposes.
 BH2897 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2897 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2897 ** epoch indicated which incorporates improved geoid heights for the
 BH2897 ** Southern Louisiana Subsidence area.
 BH2897 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2895  **This station is located in a suspected subsidence area (see below).
 BH2895  ___________________________________________________________________
 BH2895  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2895  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2895 ** and geoid heights are valid at the date of observation. These heights
 BH2895 ** must always be validated when used as control.
 BH2895 ** The orthometric height has not been validated since last determined
 BH2895 ** by differential leveling and should not be used for control purposes.
 BH2895 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2895 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2895 ** epoch indicated which incorporates improved geoid heights for the
 BH2895 ** Southern Louisiana Subsidence area.
 BH2895 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2894  **This station is located in a suspected subsidence area (see below).
 BH2894  ___________________________________________________________________
 BH2894  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BH2894  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2894 ** and geoid heights are valid at the date of observation. These heights
 BH2894 ** must always be validated when used as control.
 BH2894 ** The orthometric height has not been validated since last determined
 BH2894 ** by differential leveling and should not be used for control purposes.
 BH2894 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2894 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2894 ** epoch indicated which incorporates improved geoid heights for the
 BH2894 ** Southern Louisiana Subsidence area.
 BH2894 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2888  **This station is located in a suspected subsidence area (see below).
 BH2888  ___________________________________________________________________
 BH2888  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BH2888  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2888 ** and geoid heights are valid at the date of observation. These heights
 BH2888 ** must always be validated when used as control.
 BH2888 ** The orthometric height has not been validated since last determined
 BH2888 ** by differential leveling and should not be used for control purposes.
 BH2888 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2888 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2888 ** epoch indicated which incorporates improved geoid heights for the
 BH2888 ** Southern Louisiana Subsidence area.
 BH2888 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2887  **This station is located in a suspected subsidence area (see below).
 BH2887  ___________________________________________________________________
 BH2887  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BH2887  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2887 ** and geoid heights are valid at the date of observation. These heights
 BH2887 ** must always be validated when used as control.
 BH2887 ** The orthometric height has not been validated since last determined
 BH2887 ** by differential leveling and should not be used for control purposes.
 BH2887 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2887 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2887 ** epoch indicated which incorporates improved geoid heights for the
 BH2887 ** Southern Louisiana Subsidence area.
 BH2887 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2886  **This station is located in a suspected subsidence area (see below).
 BH2886  ___________________________________________________________________
 BH2886  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BH2886  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2886 ** and geoid heights are valid at the date of observation. These heights
 BH2886 ** must always be validated when used as control.
 BH2886 ** The orthometric height has not been validated since last determined
 BH2886 ** by differential leveling and should not be used for control purposes.
 BH2886 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2886 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2886 ** epoch indicated which incorporates improved geoid heights for the
 BH2886 ** Southern Louisiana Subsidence area.
 BH2886 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2885  **This station is located in a suspected subsidence area (see below).
 BH2885  ___________________________________________________________________
 BH2885  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2885  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2885 ** and geoid heights are valid at the date of observation. These heights
 BH2885 ** must always be validated when used as control.
 BH2885 ** The orthometric height has not been validated since last determined
 BH2885 ** by differential leveling and should not be used for control purposes.
 BH2885 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2885 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2885 ** epoch indicated which incorporates improved geoid heights for the
 BH2885 ** Southern Louisiana Subsidence area.
 BH2885 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2876  **This station is located in a suspected subsidence area (see below).
 BH2876  ___________________________________________________________________
 BH2876  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BH2876  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2876 ** and geoid heights are valid at the date of observation. These heights
 BH2876 ** must always be validated when used as control.
 BH2876 ** The orthometric height has not been validated since last determined
 BH2876 ** by differential leveling and should not be used for control purposes.
 BH2876 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2876 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2876 ** epoch indicated which incorporates improved geoid heights for the
 BH2876 ** Southern Louisiana Subsidence area.
 BH2876 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2875  **This station is located in a suspected subsidence area (see below).
 BH2875  ___________________________________________________________________
 BH2875  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BH2875  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2875 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2875 ** and geoid heights are valid at the date of observation. These heights
 BH2875 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2873  **This station is located in a suspected subsidence area (see below).
 BH2873  ___________________________________________________________________
 BH2873  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BH2873  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2873 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2873 ** and geoid heights are valid at the date of observation. These heights
 BH2873 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2874  **This station is located in a suspected subsidence area (see below).
 BH2874  ___________________________________________________________________
 BH2874  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BH2874  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2874 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2874 ** and geoid heights are valid at the date of observation. These heights
 BH2874 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2749  **This station is located in a suspected subsidence area (see below).
 BH2749  ___________________________________________________________________
 BH2749  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BH2749  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2749 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2749 ** and geoid heights are valid at the date of observation. These heights
 BH2749 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2747  **This station is located in a suspected subsidence area (see below).
 BH2747  ___________________________________________________________________
 BH2747  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BH2747  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2747 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2747 ** and geoid heights are valid at the date of observation. These heights
 BH2747 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2745  **This station is located in a suspected subsidence area (see below).
 BH2745  ___________________________________________________________________
 BH2745  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 BH2745  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2745 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2745 ** and geoid heights are valid at the date of observation. These heights
 BH2745 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2744  **This station is located in a suspected subsidence area (see below).
 BH2744  ___________________________________________________________________
 BH2744  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BH2744  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2744 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2744 ** and geoid heights are valid at the date of observation. These heights
 BH2744 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4602  **This station is located in a suspected subsidence area (see below).
 BJ4602  ___________________________________________________________________
 BJ4602  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4602  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4602 ** and geoid heights are valid at the date of observation. These heights
 BJ4602 ** must always be validated when used as control.
 BJ4602 ** The orthometric height has not been validated since last determined
 BJ4602 ** by differential leveling and should not be used for control purposes.
 BJ4602 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4602 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4602 ** epoch indicated which incorporates improved geoid heights for the
 BJ4602 ** Southern Louisiana Subsidence area.
 BJ4602 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4603  **This station is located in a suspected subsidence area (see below).
 BJ4603  ___________________________________________________________________
 BJ4603  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4603  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4603 ** and geoid heights are valid at the date of observation. These heights
 BJ4603 ** must always be validated when used as control.
 BJ4603 ** The orthometric height has not been validated since last determined
 BJ4603 ** by differential leveling and should not be used for control purposes.
 BJ4603 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4603 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4603 ** epoch indicated which incorporates improved geoid heights for the
 BJ4603 ** Southern Louisiana Subsidence area.
 BJ4603 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4607  **This station is located in a suspected subsidence area (see below).
 BJ4607  ___________________________________________________________________
 BJ4607  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4607  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4607 ** and geoid heights are valid at the date of observation. These heights
 BJ4607 ** must always be validated when used as control.
 BJ4607 ** The orthometric height has not been validated since last determined
 BJ4607 ** by differential leveling and should not be used for control purposes.
 BJ4607 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4607 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4607 ** epoch indicated which incorporates improved geoid heights for the
 BJ4607 ** Southern Louisiana Subsidence area.
 BJ4607 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU1605  **This station is located in a suspected subsidence area (see below).
 AU1605  ___________________________________________________________________
 AU1605  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU1605  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1605 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1605 ** and geoid heights are valid at the date of observation. These heights
 AU1605 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1229  **This station is located in a suspected subsidence area (see below).
 BJ1229  ___________________________________________________________________
 BJ1229  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ1229  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1229  DYNAMIC HT  -          22.0   (meters)      72.    (feet)  COMP
 BJ1229  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 BJ1229
 BJ1229  HORZ ORDER  -  SECOND
 BJ1229  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ1229 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1229 ** and geoid heights are valid at the date of observation. These heights
 BJ1229 ** must always be validated when used as control.
 BJ1229 ** The orthometric height has not been validated since last determined
 BJ1229 ** by differential leveling and should not be used for control purposes.
 BJ1229 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1229 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1229 ** epoch indicated which incorporates improved geoid heights for the
 BJ1229 ** Southern Louisiana Subsidence area.
 BJ1229 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1229.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 NOT SUITABLE FOR
 BJ1229+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2006
 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  HISTORY     - 20061120 GOOD             INDIV
 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.
 BJ1229
 BJ1229                          STATION RECOVERY (2006)
 BJ1229
 BJ1229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DSM)
 BJ1229'THE WITNESS POST IN THE DESCRIPTION IS GONE.
 BJ1229'I MADE THE FOLLOWING ADDITION TO THE DESCRIPTION.
 BJ1229'MARK IS 15' SOUTH OF THE SOUTHWEST CORNER OF A METAL RAILROAD LIGHT
 BJ1229'CONTROL BUILDING HAVING STATION NUMBER 851.93.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ3852 ***********************************************************************
 BJ3852  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 55 37.52288(N)    090 24 32.93462(W)     ADJUSTED  
 BJ3852* NAVD 88     -        98.50   (meters)     323.2    (feet)  GPS OBS(2006.81)
 BJ3852  **This station is located in a suspected subsidence area (see below).
 BJ3852  ___________________________________________________________________
 BJ3852  EPOCH DATE  -        2002.00
 BJ3852  X           -     -39,105.230 (meters)                     COMP
 BJ3852  Y           -  -5,476,071.641 (meters)                     COMP
 BJ3852  Z           -   3,258,998.650 (meters)                     COMP
 BJ3852  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ3852  ELLIP HEIGHT-          71.362 (meters)          (03/12/08) ADJUSTED
 BJ3852  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3852  HORZ ORDER  -  A
 BJ3852  ELLP ORDER  -  THIRD     CLASS I
 BJ3852
 BJ3852.The horizontal coordinates were established by GPS observations
 BJ3852.and adjusted by the National Geodetic Survey in March 2008.
 BJ3852
 BJ3852.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3852.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3852.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3852.The epoch date for horizontal control is a decimal equivalence
 BJ3852.of Year/Month/Day.
 BJ3852
 BJ3852.The orthometric height was determined by GPS observations and a
 BJ3852.high-resolution geoid model.
 BJ3852 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3852 ** and geoid heights are valid at the date of observation. These heights
 BJ3852 ** must always be validated when used as control.
 BJ3852 ** The orthometric height was determined by GPS observations using
 BJ3852 ** precise GPS observation and processing techniques and a new
 BJ3852 ** realization of GEOID03. It supersedes any height that may have been
 BJ3852 ** previously determined for this station.
 BJ3852 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3852 ** epoch indicated which incorporates improved geoid heights for the
 BJ3852 ** Southern Louisiana Subsidence area.
 BJ3852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3852
 BJ3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3852
 BJ3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3852
 BJ3852.The ellipsoidal height was determined by GPS observations
 BJ3852.and is referenced to NAD 83.
 BJ3852
 BJ3852.The geoid height was determined by GEOID03.
 BJ3852
 BJ3852;                    North         East     Units Scale Factor Converg.
 BJ3852;SPC LA S     -   269,396.908 1,088,334.678   MT  1.00005618   +0 27 43.6
 BJ3852;SPC LA S     -   883,846.36  3,570,644.69   sFT  1.00005618   +0 27 43.6
 BJ3852;UTM  15      - 3,424,399.646   747,566.464   MT  1.00035609   +1 19 56.1
 BJ3852
 BJ3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3852!SPC LA S     -   0.99998879  x   1.00005618  =   1.00004497
 BJ3852!UTM  15      -   0.99998879  x   1.00035609  =   1.00034488
 BJ3852
 BJ3852                          SUPERSEDED SURVEY CONTROL
 BJ3852
 BJ3852.No superseded survey control is available for this station.
 BJ3852
 BJ3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ4756624400(NAD 83)
 BJ3852_MARKER: DD = SURVEY DISK
 BJ3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3852_SP_SET: CONCRETE POST
 BJ3852_STAMPING: 53 V 22 1985
 BJ3852_MARK LOGO: LADHGS
 BJ3852_PROJECTION: FLUSH
 BJ3852_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - June 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  HISTORY     - 20060612 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.
 BJ3852
 BJ3852                          STATION RECOVERY (2006)
 BJ3852
 BJ3852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ3542 ***********************************************************************
 BJ3542  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3542  DESIGNATION -  53 V 5
 BJ3542  PID         -  BJ3542
 BJ3542  STATE/COUNTY-  LA/TANGIPAHOA
 BJ3542  USGS QUAD   -  CHESBROUGH (1983)
 BJ3542
 BJ3542                         *CURRENT SURVEY CONTROL
 BJ3542  ___________________________________________________________________
 BJ3542* NAD 83(2007)-  30 48 56.10427(N)    090 22 43.14193(W)     ADJUSTED  
 BJ3542* NAVD 88     -        60.92   (meters)     199.9    (feet)  GPS OBS(2006.81)
 BJ3542  **This station is located in a suspected subsidence area (see below).
 BJ3542  ___________________________________________________________________
 BJ3542  EPOCH DATE  -        2002.00
 BJ3542  X           -     -36,232.073 (meters)                     COMP
 BJ3542  Y           -  -5,482,402.495 (meters)                     COMP
 BJ3542  Z           -   3,248,368.431 (meters)                     COMP
 BJ3542  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BJ3542  ELLIP HEIGHT-          33.697 (meters)          (03/12/08) ADJUSTED
 BJ3542  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3542  HORZ ORDER  -  A
 BJ3542  ELLP ORDER  -  THIRD     CLASS I
 BJ3542
 BJ3542.The horizontal coordinates were established by GPS observations
 BJ3542.and adjusted by the National Geodetic Survey in March 2008.
 BJ3542
 BJ3542.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3542.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3542.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3542.The epoch date for horizontal control is a decimal equivalence
 BJ3542.of Year/Month/Day.
 BJ3542
 BJ3542.The orthometric height was determined by GPS observations and a
 BJ3542.high-resolution geoid model.
 BJ3542 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3542 ** and geoid heights are valid at the date of observation. These heights
 BJ3542 ** must always be validated when used as control.
 BJ3542 ** The orthometric height was determined by GPS observations using
 BJ3542 ** precise GPS observation and processing techniques and a new
 BJ3542 ** realization of GEOID03. It supersedes any height that may have been
 BJ3542 ** previously determined for this station.
 BJ3542 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3542 ** epoch indicated which incorporates improved geoid heights for the
 BJ3542 ** Southern Louisiana Subsidence area.
 BJ3542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3542
 BJ3542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3542
 BJ3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3542
 BJ3542.The ellipsoidal height was determined by GPS observations
 BJ3542.and is referenced to NAD 83.
 BJ3542
 BJ3542.The geoid height was determined by GEOID03.
 BJ3542
 BJ3542;                    North         East     Units Scale Factor Converg.
 BJ3542;SPC LA S     -   257,058.455 1,091,352.642   MT  1.00002662   +0 28 38.5
 BJ3542;SPC LA S     -   843,365.95  3,580,546.13   sFT  1.00002662   +0 28 38.5
 BJ3542;UTM  15      - 3,412,104.345   750,772.074   MT  1.00037582   +1 20 36.8
 BJ3542
 BJ3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3542!SPC LA S     -   0.99999471  x   1.00002662  =   1.00002133
 BJ3542!UTM  15      -   0.99999471  x   1.00037582  =   1.00037053
 BJ3542
 BJ3542                          SUPERSEDED SURVEY CONTROL
 BJ3542
 BJ3542.No superseded survey control is available for this station.
 BJ3542
 BJ3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ5077212104(NAD 83)
 BJ3542_MARKER: DB = BENCH MARK DISK
 BJ3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ3542_SP_SET: CONCRETE POST
 BJ3542_STAMPING: 53 V 5 1984
 BJ3542_MARK LOGO: LADHGS
 BJ3542_PROJECTION: FLUSH
 BJ3542_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 17, 2006
 BJ3542
 BJ3542  HISTORY     - Date     Condition        Report By
 BJ3542  HISTORY     - 1984     MONUMENTED       LADTD
 BJ3542  HISTORY     - 20030527 GOOD             LADTD
 BJ3542  HISTORY     - 20060413 GOOD             NGS
 BJ3542  HISTORY     - 20060417 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.
 BJ3542
 BJ3542                          STATION RECOVERY (2006)
 BJ3542
 BJ3542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3542'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4544  **This station is located in a suspected subsidence area (see below).
 BJ4544  ___________________________________________________________________
 BJ4544  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4544  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4544 ** and geoid heights are valid at the date of observation. These heights
 BJ4544 ** must always be validated when used as control.
 BJ4544 ** The orthometric height has not been validated since last determined
 BJ4544 ** by differential leveling and should not be used for control purposes.
 BJ4544 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4544 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4544 ** epoch indicated which incorporates improved geoid heights for the
 BJ4544 ** Southern Louisiana Subsidence area.
 BJ4544 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4545  **This station is located in a suspected subsidence area (see below).
 BJ4545  ___________________________________________________________________
 BJ4545  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4545  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4545 ** and geoid heights are valid at the date of observation. These heights
 BJ4545 ** must always be validated when used as control.
 BJ4545 ** The orthometric height has not been validated since last determined
 BJ4545 ** by differential leveling and should not be used for control purposes.
 BJ4545 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4545 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4545 ** epoch indicated which incorporates improved geoid heights for the
 BJ4545 ** Southern Louisiana Subsidence area.
 BJ4545 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4546  **This station is located in a suspected subsidence area (see below).
 BJ4546  ___________________________________________________________________
 BJ4546  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BJ4546  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4546 ** and geoid heights are valid at the date of observation. These heights
 BJ4546 ** must always be validated when used as control.
 BJ4546 ** The orthometric height has not been validated since last determined
 BJ4546 ** by differential leveling and should not be used for control purposes.
 BJ4546 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4546 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4546 ** epoch indicated which incorporates improved geoid heights for the
 BJ4546 ** Southern Louisiana Subsidence area.
 BJ4546 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4548  **This station is located in a suspected subsidence area (see below).
 BJ4548  ___________________________________________________________________
 BJ4548  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4548  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4548 ** and geoid heights are valid at the date of observation. These heights
 BJ4548 ** must always be validated when used as control.
 BJ4548 ** The orthometric height has not been validated since last determined
 BJ4548 ** by differential leveling and should not be used for control purposes.
 BJ4548 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4548 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4548 ** epoch indicated which incorporates improved geoid heights for the
 BJ4548 ** Southern Louisiana Subsidence area.
 BJ4548 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ4547* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ4547  **This station is located in a suspected subsidence area (see below).
 BJ4547  ___________________________________________________________________
 BJ4547  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4547  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4547 ** and geoid heights are valid at the date of observation. These heights
 BJ4547 ** must always be validated when used as control.
 BJ4547 ** The orthometric height has not been validated since last determined
 BJ4547 ** by differential leveling and should not be used for control purposes.
 BJ4547 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4547 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4547 ** epoch indicated which incorporates improved geoid heights for the
 BJ4547 ** Southern Louisiana Subsidence area.
 BJ4547 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4549  **This station is located in a suspected subsidence area (see below).
 BJ4549  ___________________________________________________________________
 BJ4549  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ4549  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4549 ** and geoid heights are valid at the date of observation. These heights
 BJ4549 ** must always be validated when used as control.
 BJ4549 ** The orthometric height has not been validated since last determined
 BJ4549 ** by differential leveling and should not be used for control purposes.
 BJ4549 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4549 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4549 ** epoch indicated which incorporates improved geoid heights for the
 BJ4549 ** Southern Louisiana Subsidence area.
 BJ4549 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4550  **This station is located in a suspected subsidence area (see below).
 BJ4550  ___________________________________________________________________
 BJ4550  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4550  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4550 ** and geoid heights are valid at the date of observation. These heights
 BJ4550 ** must always be validated when used as control.
 BJ4550 ** The orthometric height has not been validated since last determined
 BJ4550 ** by differential leveling and should not be used for control purposes.
 BJ4550 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4550 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4550 ** epoch indicated which incorporates improved geoid heights for the
 BJ4550 ** Southern Louisiana Subsidence area.
 BJ4550 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4553  **This station is located in a suspected subsidence area (see below).
 BJ4553  ___________________________________________________________________
 BJ4553  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BJ4553  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4553 ** and geoid heights are valid at the date of observation. These heights
 BJ4553 ** must always be validated when used as control.
 BJ4553 ** The orthometric height has not been validated since last determined
 BJ4553 ** by differential leveling and should not be used for control purposes.
 BJ4553 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4553 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4553 ** epoch indicated which incorporates improved geoid heights for the
 BJ4553 ** Southern Louisiana Subsidence area.
 BJ4553 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4552  **This station is located in a suspected subsidence area (see below).
 BJ4552  ___________________________________________________________________
 BJ4552  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BJ4552  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4552 ** and geoid heights are valid at the date of observation. These heights
 BJ4552 ** must always be validated when used as control.
 BJ4552 ** The orthometric height has not been validated since last determined
 BJ4552 ** by differential leveling and should not be used for control purposes.
 BJ4552 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4552 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4552 ** epoch indicated which incorporates improved geoid heights for the
 BJ4552 ** Southern Louisiana Subsidence area.
 BJ4552 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4551  **This station is located in a suspected subsidence area (see below).
 BJ4551  ___________________________________________________________________
 BJ4551  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4551  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4551 ** and geoid heights are valid at the date of observation. These heights
 BJ4551 ** must always be validated when used as control.
 BJ4551 ** The orthometric height has not been validated since last determined
 BJ4551 ** by differential leveling and should not be used for control purposes.
 BJ4551 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4551 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4551 ** epoch indicated which incorporates improved geoid heights for the
 BJ4551 ** Southern Louisiana Subsidence area.
 BJ4551 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4556  **This station is located in a suspected subsidence area (see below).
 BJ4556  ___________________________________________________________________
 BJ4556  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BJ4556  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4556 ** and geoid heights are valid at the date of observation. These heights
 BJ4556 ** must always be validated when used as control.
 BJ4556 ** The orthometric height has not been validated since last determined
 BJ4556 ** by differential leveling and should not be used for control purposes.
 BJ4556 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4556 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4556 ** epoch indicated which incorporates improved geoid heights for the
 BJ4556 ** Southern Louisiana Subsidence area.
 BJ4556 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4557  **This station is located in a suspected subsidence area (see below).
 BJ4557  ___________________________________________________________________
 BJ4557  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ4557  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4557 ** and geoid heights are valid at the date of observation. These heights
 BJ4557 ** must always be validated when used as control.
 BJ4557 ** The orthometric height has not been validated since last determined
 BJ4557 ** by differential leveling and should not be used for control purposes.
 BJ4557 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4557 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4557 ** epoch indicated which incorporates improved geoid heights for the
 BJ4557 ** Southern Louisiana Subsidence area.
 BJ4557 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4566  **This station is located in a suspected subsidence area (see below).
 BJ4566  ___________________________________________________________________
 BJ4566  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BJ4566  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4566 ** and geoid heights are valid at the date of observation. These heights
 BJ4566 ** must always be validated when used as control.
 BJ4566 ** The orthometric height has not been validated since last determined
 BJ4566 ** by differential leveling and should not be used for control purposes.
 BJ4566 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4566 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4566 ** epoch indicated which incorporates improved geoid heights for the
 BJ4566 ** Southern Louisiana Subsidence area.
 BJ4566 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4207  **This station is located in a suspected subsidence area (see below).
 BJ4207  ___________________________________________________________________
 BJ4207  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4207  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4207 ** and geoid heights are valid at the date of observation. These heights
 BJ4207 ** must always be validated when used as control.
 BJ4207 ** The orthometric height has not been validated since last determined
 BJ4207 ** by differential leveling and should not be used for control purposes.
 BJ4207 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4207 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4207 ** epoch indicated which incorporates improved geoid heights for the
 BJ4207 ** Southern Louisiana Subsidence area.
 BJ4207 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4567  **This station is located in a suspected subsidence area (see below).
 BJ4567  ___________________________________________________________________
 BJ4567  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ4567  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4567 ** and geoid heights are valid at the date of observation. These heights
 BJ4567 ** must always be validated when used as control.
 BJ4567 ** The orthometric height has not been validated since last determined
 BJ4567 ** by differential leveling and should not be used for control purposes.
 BJ4567 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4567 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4567 ** epoch indicated which incorporates improved geoid heights for the
 BJ4567 ** Southern Louisiana Subsidence area.
 BJ4567 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4569  **This station is located in a suspected subsidence area (see below).
 BJ4569  ___________________________________________________________________
 BJ4569  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BJ4569  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4569 ** and geoid heights are valid at the date of observation. These heights
 BJ4569 ** must always be validated when used as control.
 BJ4569 ** The orthometric height has not been validated since last determined
 BJ4569 ** by differential leveling and should not be used for control purposes.
 BJ4569 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4569 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4569 ** epoch indicated which incorporates improved geoid heights for the
 BJ4569 ** Southern Louisiana Subsidence area.
 BJ4569 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4571  **This station is located in a suspected subsidence area (see below).
 BJ4571  ___________________________________________________________________
 BJ4571  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ4571  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4571 ** and geoid heights are valid at the date of observation. These heights
 BJ4571 ** must always be validated when used as control.
 BJ4571 ** The orthometric height has not been validated since last determined
 BJ4571 ** by differential leveling and should not be used for control purposes.
 BJ4571 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4571 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4571 ** epoch indicated which incorporates improved geoid heights for the
 BJ4571 ** Southern Louisiana Subsidence area.
 BJ4571 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4572  **This station is located in a suspected subsidence area (see below).
 BJ4572  ___________________________________________________________________
 BJ4572  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4572  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4572 ** and geoid heights are valid at the date of observation. These heights
 BJ4572 ** must always be validated when used as control.
 BJ4572 ** The orthometric height has not been validated since last determined
 BJ4572 ** by differential leveling and should not be used for control purposes.
 BJ4572 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4572 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4572 ** epoch indicated which incorporates improved geoid heights for the
 BJ4572 ** Southern Louisiana Subsidence area.
 BJ4572 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4573  **This station is located in a suspected subsidence area (see below).
 BJ4573  ___________________________________________________________________
 BJ4573  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BJ4573  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4573 ** and geoid heights are valid at the date of observation. These heights
 BJ4573 ** must always be validated when used as control.
 BJ4573 ** The orthometric height has not been validated since last determined
 BJ4573 ** by differential leveling and should not be used for control purposes.
 BJ4573 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4573 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4573 ** epoch indicated which incorporates improved geoid heights for the
 BJ4573 ** Southern Louisiana Subsidence area.
 BJ4573 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4570  **This station is located in a suspected subsidence area (see below).
 BJ4570  ___________________________________________________________________
 BJ4570  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4570  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4570 ** and geoid heights are valid at the date of observation. These heights
 BJ4570 ** must always be validated when used as control.
 BJ4570 ** The orthometric height has not been validated since last determined
 BJ4570 ** by differential leveling and should not be used for control purposes.
 BJ4570 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4570 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4570 ** epoch indicated which incorporates improved geoid heights for the
 BJ4570 ** Southern Louisiana Subsidence area.
 BJ4570 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4568  **This station is located in a suspected subsidence area (see below).
 BJ4568  ___________________________________________________________________
 BJ4568  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BJ4568  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4568 ** and geoid heights are valid at the date of observation. These heights
 BJ4568 ** must always be validated when used as control.
 BJ4568 ** The orthometric height has not been validated since last determined
 BJ4568 ** by differential leveling and should not be used for control purposes.
 BJ4568 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4568 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4568 ** epoch indicated which incorporates improved geoid heights for the
 BJ4568 ** Southern Louisiana Subsidence area.
 BJ4568 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4599  **This station is located in a suspected subsidence area (see below).
 BJ4599  ___________________________________________________________________
 BJ4599  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4599  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4599 ** and geoid heights are valid at the date of observation. These heights
 BJ4599 ** must always be validated when used as control.
 BJ4599 ** The orthometric height has not been validated since last determined
 BJ4599 ** by differential leveling and should not be used for control purposes.
 BJ4599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4599 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4599 ** epoch indicated which incorporates improved geoid heights for the
 BJ4599 ** Southern Louisiana Subsidence area.
 BJ4599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4595  **This station is located in a suspected subsidence area (see below).
 BJ4595  ___________________________________________________________________
 BJ4595  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4595  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4595 ** and geoid heights are valid at the date of observation. These heights
 BJ4595 ** must always be validated when used as control.
 BJ4595 ** The orthometric height has not been validated since last determined
 BJ4595 ** by differential leveling and should not be used for control purposes.
 BJ4595 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4595 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4595 ** epoch indicated which incorporates improved geoid heights for the
 BJ4595 ** Southern Louisiana Subsidence area.
 BJ4595 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4601  **This station is located in a suspected subsidence area (see below).
 BJ4601  ___________________________________________________________________
 BJ4601  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4601  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4601 ** and geoid heights are valid at the date of observation. These heights
 BJ4601 ** must always be validated when used as control.
 BJ4601 ** The orthometric height has not been validated since last determined
 BJ4601 ** by differential leveling and should not be used for control purposes.
 BJ4601 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4601 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4601 ** epoch indicated which incorporates improved geoid heights for the
 BJ4601 ** Southern Louisiana Subsidence area.
 BJ4601 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4598  **This station is located in a suspected subsidence area (see below).
 BJ4598  ___________________________________________________________________
 BJ4598  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4598  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4598 ** and geoid heights are valid at the date of observation. These heights
 BJ4598 ** must always be validated when used as control.
 BJ4598 ** The orthometric height has not been validated since last determined
 BJ4598 ** by differential leveling and should not be used for control purposes.
 BJ4598 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4598 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4598 ** epoch indicated which incorporates improved geoid heights for the
 BJ4598 ** Southern Louisiana Subsidence area.
 BJ4598 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4593  **This station is located in a suspected subsidence area (see below).
 BJ4593  ___________________________________________________________________
 BJ4593  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4593  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4593 ** and geoid heights are valid at the date of observation. These heights
 BJ4593 ** must always be validated when used as control.
 BJ4593 ** The orthometric height has not been validated since last determined
 BJ4593 ** by differential leveling and should not be used for control purposes.
 BJ4593 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4593 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4593 ** epoch indicated which incorporates improved geoid heights for the
 BJ4593 ** Southern Louisiana Subsidence area.
 BJ4593 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4597  **This station is located in a suspected subsidence area (see below).
 BJ4597  ___________________________________________________________________
 BJ4597  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ4597  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4597 ** and geoid heights are valid at the date of observation. These heights
 BJ4597 ** must always be validated when used as control.
 BJ4597 ** The orthometric height has not been validated since last determined
 BJ4597 ** by differential leveling and should not be used for control purposes.
 BJ4597 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4597 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4597 ** epoch indicated which incorporates improved geoid heights for the
 BJ4597 ** Southern Louisiana Subsidence area.
 BJ4597 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4594  **This station is located in a suspected subsidence area (see below).
 BJ4594  ___________________________________________________________________
 BJ4594  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4594  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4594 ** and geoid heights are valid at the date of observation. These heights
 BJ4594 ** must always be validated when used as control.
 BJ4594 ** The orthometric height has not been validated since last determined
 BJ4594 ** by differential leveling and should not be used for control purposes.
 BJ4594 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4594 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4594 ** epoch indicated which incorporates improved geoid heights for the
 BJ4594 ** Southern Louisiana Subsidence area.
 BJ4594 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4596  **This station is located in a suspected subsidence area (see below).
 BJ4596  ___________________________________________________________________
 BJ4596  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4596  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4596 ** and geoid heights are valid at the date of observation. These heights
 BJ4596 ** must always be validated when used as control.
 BJ4596 ** The orthometric height has not been validated since last determined
 BJ4596 ** by differential leveling and should not be used for control purposes.
 BJ4596 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4596 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4596 ** epoch indicated which incorporates improved geoid heights for the
 BJ4596 ** Southern Louisiana Subsidence area.
 BJ4596 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4592  **This station is located in a suspected subsidence area (see below).
 BJ4592  ___________________________________________________________________
 BJ4592  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4592  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4592 ** and geoid heights are valid at the date of observation. These heights
 BJ4592 ** must always be validated when used as control.
 BJ4592 ** The orthometric height has not been validated since last determined
 BJ4592 ** by differential leveling and should not be used for control purposes.
 BJ4592 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4592 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4592 ** epoch indicated which incorporates improved geoid heights for the
 BJ4592 ** Southern Louisiana Subsidence area.
 BJ4592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4623  **This station is located in a suspected subsidence area (see below).
 BJ4623  ___________________________________________________________________
 BJ4623  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4623  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4623 ** and geoid heights are valid at the date of observation. These heights
 BJ4623 ** must always be validated when used as control.
 BJ4623 ** The orthometric height has not been validated since last determined
 BJ4623 ** by differential leveling and should not be used for control purposes.
 BJ4623 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4623 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4623 ** epoch indicated which incorporates improved geoid heights for the
 BJ4623 ** Southern Louisiana Subsidence area.
 BJ4623 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4621  **This station is located in a suspected subsidence area (see below).
 BJ4621  ___________________________________________________________________
 BJ4621  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ4621  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4621 ** and geoid heights are valid at the date of observation. These heights
 BJ4621 ** must always be validated when used as control.
 BJ4621 ** The orthometric height has not been validated since last determined
 BJ4621 ** by differential leveling and should not be used for control purposes.
 BJ4621 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4621 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4621 ** epoch indicated which incorporates improved geoid heights for the
 BJ4621 ** Southern Louisiana Subsidence area.
 BJ4621 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4620  **This station is located in a suspected subsidence area (see below).
 BJ4620  ___________________________________________________________________
 BJ4620  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4620  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4620 ** and geoid heights are valid at the date of observation. These heights
 BJ4620 ** must always be validated when used as control.
 BJ4620 ** The orthometric height has not been validated since last determined
 BJ4620 ** by differential leveling and should not be used for control purposes.
 BJ4620 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4620 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4620 ** epoch indicated which incorporates improved geoid heights for the
 BJ4620 ** Southern Louisiana Subsidence area.
 BJ4620 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4617  **This station is located in a suspected subsidence area (see below).
 BJ4617  ___________________________________________________________________
 BJ4617  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ4617  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4617 ** and geoid heights are valid at the date of observation. These heights
 BJ4617 ** must always be validated when used as control.
 BJ4617 ** The orthometric height has not been validated since last determined
 BJ4617 ** by differential leveling and should not be used for control purposes.
 BJ4617 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4617 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4617 ** epoch indicated which incorporates improved geoid heights for the
 BJ4617 ** Southern Louisiana Subsidence area.
 BJ4617 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4619  **This station is located in a suspected subsidence area (see below).
 BJ4619  ___________________________________________________________________
 BJ4619  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4619  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4619 ** and geoid heights are valid at the date of observation. These heights
 BJ4619 ** must always be validated when used as control.
 BJ4619 ** The orthometric height has not been validated since last determined
 BJ4619 ** by differential leveling and should not be used for control purposes.
 BJ4619 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4619 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4619 ** epoch indicated which incorporates improved geoid heights for the
 BJ4619 ** Southern Louisiana Subsidence area.
 BJ4619 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4618  **This station is located in a suspected subsidence area (see below).
 BJ4618  ___________________________________________________________________
 BJ4618  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4618  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4618 ** and geoid heights are valid at the date of observation. These heights
 BJ4618 ** must always be validated when used as control.
 BJ4618 ** The orthometric height has not been validated since last determined
 BJ4618 ** by differential leveling and should not be used for control purposes.
 BJ4618 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4618 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4618 ** epoch indicated which incorporates improved geoid heights for the
 BJ4618 ** Southern Louisiana Subsidence area.
 BJ4618 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4184  **This station is located in a suspected subsidence area (see below).
 BJ4184  ___________________________________________________________________
 BJ4184  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ4184  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4184 ** and geoid heights are valid at the date of observation. These heights
 BJ4184 ** must always be validated when used as control.
 BJ4184 ** The orthometric height has not been validated since last determined
 BJ4184 ** by differential leveling and should not be used for control purposes.
 BJ4184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4184 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4184 ** epoch indicated which incorporates improved geoid heights for the
 BJ4184 ** Southern Louisiana Subsidence area.
 BJ4184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4180  **This station is located in a suspected subsidence area (see below).
 BJ4180  ___________________________________________________________________
 BJ4180  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4180  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4180 ** and geoid heights are valid at the date of observation. These heights
 BJ4180 ** must always be validated when used as control.
 BJ4180 ** The orthometric height has not been validated since last determined
 BJ4180 ** by differential leveling and should not be used for control purposes.
 BJ4180 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4180 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4180 ** epoch indicated which incorporates improved geoid heights for the
 BJ4180 ** Southern Louisiana Subsidence area.
 BJ4180 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4614  **This station is located in a suspected subsidence area (see below).
 BJ4614  ___________________________________________________________________
 BJ4614  X           -     -48,327.254 (meters)                     COMP
 BJ4614  Y           -  -5,497,598.125 (meters)                     COMP
 BJ4614  Z           -   3,222,527.769 (meters)                     COMP
 BJ4614  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4614  ELLIP HEIGHT-          -2.988 (meters)          (11/16/93) ADJUSTED
 BJ4614  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4614 ** and geoid heights are valid at the date of observation. These heights
 BJ4614 ** must always be validated when used as control.
 BJ4614 ** The orthometric height has not been validated since last determined
 BJ4614 ** by differential leveling and should not be used for control purposes.
 BJ4614 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4614 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4614 ** epoch indicated which incorporates improved geoid heights for the
 BJ4614 ** Southern Louisiana Subsidence area.
 BJ4614 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4616  **This station is located in a suspected subsidence area (see below).
 BJ4616  ___________________________________________________________________
 BJ4616  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4616  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4616 ** and geoid heights are valid at the date of observation. These heights
 BJ4616 ** must always be validated when used as control.
 BJ4616 ** The orthometric height has not been validated since last determined
 BJ4616 ** by differential leveling and should not be used for control purposes.
 BJ4616 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4616 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4616 ** epoch indicated which incorporates improved geoid heights for the
 BJ4616 ** Southern Louisiana Subsidence area.
 BJ4616 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4615  **This station is located in a suspected subsidence area (see below).
 BJ4615  ___________________________________________________________________
 BJ4615  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4615  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4615 ** and geoid heights are valid at the date of observation. These heights
 BJ4615 ** must always be validated when used as control.
 BJ4615 ** The orthometric height has not been validated since last determined
 BJ4615 ** by differential leveling and should not be used for control purposes.
 BJ4615 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4615 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4615 ** epoch indicated which incorporates improved geoid heights for the
 BJ4615 ** Southern Louisiana Subsidence area.
 BJ4615 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4622  **This station is located in a suspected subsidence area (see below).
 BJ4622  ___________________________________________________________________
 BJ4622  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4622  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4622 ** and geoid heights are valid at the date of observation. These heights
 BJ4622 ** must always be validated when used as control.
 BJ4622 ** The orthometric height has not been validated since last determined
 BJ4622 ** by differential leveling and should not be used for control purposes.
 BJ4622 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4622 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4622 ** epoch indicated which incorporates improved geoid heights for the
 BJ4622 ** Southern Louisiana Subsidence area.
 BJ4622 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4624  **This station is located in a suspected subsidence area (see below).
 BJ4624  ___________________________________________________________________
 BJ4624  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4624  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4624 ** and geoid heights are valid at the date of observation. These heights
 BJ4624 ** must always be validated when used as control.
 BJ4624 ** The orthometric height has not been validated since last determined
 BJ4624 ** by differential leveling and should not be used for control purposes.
 BJ4624 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4624 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4624 ** epoch indicated which incorporates improved geoid heights for the
 BJ4624 ** Southern Louisiana Subsidence area.
 BJ4624 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4625  **This station is located in a suspected subsidence area (see below).
 BJ4625  ___________________________________________________________________
 BJ4625  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ4625  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4625 ** and geoid heights are valid at the date of observation. These heights
 BJ4625 ** must always be validated when used as control.
 BJ4625 ** The orthometric height has not been validated since last determined
 BJ4625 ** by differential leveling and should not be used for control purposes.
 BJ4625 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4625 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4625 ** epoch indicated which incorporates improved geoid heights for the
 BJ4625 ** Southern Louisiana Subsidence area.
 BJ4625 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4626  **This station is located in a suspected subsidence area (see below).
 BJ4626  ___________________________________________________________________
 BJ4626  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4626  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4626 ** and geoid heights are valid at the date of observation. These heights
 BJ4626 ** must always be validated when used as control.
 BJ4626 ** The orthometric height has not been validated since last determined
 BJ4626 ** by differential leveling and should not be used for control purposes.
 BJ4626 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4626 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4626 ** epoch indicated which incorporates improved geoid heights for the
 BJ4626 ** Southern Louisiana Subsidence area.
 BJ4626 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4629  **This station is located in a suspected subsidence area (see below).
 BJ4629  ___________________________________________________________________
 BJ4629  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4629  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4629 ** and geoid heights are valid at the date of observation. These heights
 BJ4629 ** must always be validated when used as control.
 BJ4629 ** The orthometric height has not been validated since last determined
 BJ4629 ** by differential leveling and should not be used for control purposes.
 BJ4629 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4629 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4629 ** epoch indicated which incorporates improved geoid heights for the
 BJ4629 ** Southern Louisiana Subsidence area.
 BJ4629 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4185  **This station is located in a suspected subsidence area (see below).
 BJ4185  ___________________________________________________________________
 BJ4185  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4185  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4185 ** and geoid heights are valid at the date of observation. These heights
 BJ4185 ** must always be validated when used as control.
 BJ4185 ** The orthometric height has not been validated since last determined
 BJ4185 ** by differential leveling and should not be used for control purposes.
 BJ4185 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4185 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4185 ** epoch indicated which incorporates improved geoid heights for the
 BJ4185 ** Southern Louisiana Subsidence area.
 BJ4185 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4182  **This station is located in a suspected subsidence area (see below).
 BJ4182  ___________________________________________________________________
 BJ4182  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ4182  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4182 ** and geoid heights are valid at the date of observation. These heights
 BJ4182 ** must always be validated when used as control.
 BJ4182 ** The orthometric height has not been validated since last determined
 BJ4182 ** by differential leveling and should not be used for control purposes.
 BJ4182 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4182 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4182 ** epoch indicated which incorporates improved geoid heights for the
 BJ4182 ** Southern Louisiana Subsidence area.
 BJ4182 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4348  **This station is located in a suspected subsidence area (see below).
 BJ4348  ___________________________________________________________________
 BJ4348  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4348  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4348 ** and geoid heights are valid at the date of observation. These heights
 BJ4348 ** must always be validated when used as control.
 BJ4348 ** The orthometric height has not been validated since last determined
 BJ4348 ** by differential leveling and should not be used for control purposes.
 BJ4348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4348 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4348 ** epoch indicated which incorporates improved geoid heights for the
 BJ4348 ** Southern Louisiana Subsidence area.
 BJ4348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4346  **This station is located in a suspected subsidence area (see below).
 BJ4346  ___________________________________________________________________
 BJ4346  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ4346  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4346 ** and geoid heights are valid at the date of observation. These heights
 BJ4346 ** must always be validated when used as control.
 BJ4346 ** The orthometric height has not been validated since last determined
 BJ4346 ** by differential leveling and should not be used for control purposes.
 BJ4346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4346 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4346 ** epoch indicated which incorporates improved geoid heights for the
 BJ4346 ** Southern Louisiana Subsidence area.
 BJ4346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4345  **This station is located in a suspected subsidence area (see below).
 BJ4345  ___________________________________________________________________
 BJ4345  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ4345  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4345 ** and geoid heights are valid at the date of observation. These heights
 BJ4345 ** must always be validated when used as control.
 BJ4345 ** The orthometric height has not been validated since last determined
 BJ4345 ** by differential leveling and should not be used for control purposes.
 BJ4345 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4345 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4345 ** epoch indicated which incorporates improved geoid heights for the
 BJ4345 ** Southern Louisiana Subsidence area.
 BJ4345 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4344  **This station is located in a suspected subsidence area (see below).
 BJ4344  ___________________________________________________________________
 BJ4344  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4344  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4344 ** and geoid heights are valid at the date of observation. These heights
 BJ4344 ** must always be validated when used as control.
 BJ4344 ** The orthometric height has not been validated since last determined
 BJ4344 ** by differential leveling and should not be used for control purposes.
 BJ4344 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4344 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4344 ** epoch indicated which incorporates improved geoid heights for the
 BJ4344 ** Southern Louisiana Subsidence area.
 BJ4344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4343  **This station is located in a suspected subsidence area (see below).
 BJ4343  ___________________________________________________________________
 BJ4343  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ4343  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4343 ** and geoid heights are valid at the date of observation. These heights
 BJ4343 ** must always be validated when used as control.
 BJ4343 ** The orthometric height has not been validated since last determined
 BJ4343 ** by differential leveling and should not be used for control purposes.
 BJ4343 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4343 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4343 ** epoch indicated which incorporates improved geoid heights for the
 BJ4343 ** Southern Louisiana Subsidence area.
 BJ4343 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4317  **This station is located in a suspected subsidence area (see below).
 BJ4317  ___________________________________________________________________
 BJ4317  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ4317  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4317 ** and geoid heights are valid at the date of observation. These heights
 BJ4317 ** must always be validated when used as control.
 BJ4317 ** The orthometric height has not been validated since last determined
 BJ4317 ** by differential leveling and should not be used for control purposes.
 BJ4317 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4317 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4317 ** epoch indicated which incorporates improved geoid heights for the
 BJ4317 ** Southern Louisiana Subsidence area.
 BJ4317 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4316  **This station is located in a suspected subsidence area (see below).
 BJ4316  ___________________________________________________________________
 BJ4316  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ4316  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4316 ** and geoid heights are valid at the date of observation. These heights
 BJ4316 ** must always be validated when used as control.
 BJ4316 ** The orthometric height has not been validated since last determined
 BJ4316 ** by differential leveling and should not be used for control purposes.
 BJ4316 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4316 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4316 ** epoch indicated which incorporates improved geoid heights for the
 BJ4316 ** Southern Louisiana Subsidence area.
 BJ4316 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4320  **This station is located in a suspected subsidence area (see below).
 BJ4320  ___________________________________________________________________
 BJ4320  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4320  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4320 ** and geoid heights are valid at the date of observation. These heights
 BJ4320 ** must always be validated when used as control.
 BJ4320 ** The orthometric height has not been validated since last determined
 BJ4320 ** by differential leveling and should not be used for control purposes.
 BJ4320 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4320 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4320 ** epoch indicated which incorporates improved geoid heights for the
 BJ4320 ** Southern Louisiana Subsidence area.
 BJ4320 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4322  **This station is located in a suspected subsidence area (see below).
 BJ4322  ___________________________________________________________________
 BJ4322  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ4322  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4322 ** and geoid heights are valid at the date of observation. These heights
 BJ4322 ** must always be validated when used as control.
 BJ4322 ** The orthometric height has not been validated since last determined
 BJ4322 ** by differential leveling and should not be used for control purposes.
 BJ4322 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4322 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4322 ** epoch indicated which incorporates improved geoid heights for the
 BJ4322 ** Southern Louisiana Subsidence area.
 BJ4322 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4319  **This station is located in a suspected subsidence area (see below).
 BJ4319  ___________________________________________________________________
 BJ4319  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BJ4319  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4319 ** and geoid heights are valid at the date of observation. These heights
 BJ4319 ** must always be validated when used as control.
 BJ4319 ** The orthometric height has not been validated since last determined
 BJ4319 ** by differential leveling and should not be used for control purposes.
 BJ4319 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4319 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4319 ** epoch indicated which incorporates improved geoid heights for the
 BJ4319 ** Southern Louisiana Subsidence area.
 BJ4319 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4318  **This station is located in a suspected subsidence area (see below).
 BJ4318  ___________________________________________________________________
 BJ4318  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4318  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4318 ** and geoid heights are valid at the date of observation. These heights
 BJ4318 ** must always be validated when used as control.
 BJ4318 ** The orthometric height has not been validated since last determined
 BJ4318 ** by differential leveling and should not be used for control purposes.
 BJ4318 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4318 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4318 ** epoch indicated which incorporates improved geoid heights for the
 BJ4318 ** Southern Louisiana Subsidence area.
 BJ4318 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4238  **This station is located in a suspected subsidence area (see below).
 BJ4238  ___________________________________________________________________
 BJ4238  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4238  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4238 ** and geoid heights are valid at the date of observation. These heights
 BJ4238 ** must always be validated when used as control.
 BJ4238 ** The orthometric height has not been validated since last determined
 BJ4238 ** by differential leveling and should not be used for control purposes.
 BJ4238 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4238 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4238 ** epoch indicated which incorporates improved geoid heights for the
 BJ4238 ** Southern Louisiana Subsidence area.
 BJ4238 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3209 ***********************************************************************
 DH3209  HT_MOD      -  This is a 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(2007)-  30 54 19.78175(N)    091 39 52.46763(W)     ADJUSTED  
 DH3209* NAVD 88     -        20.00   (meters)      65.6    (feet)  GPS OBS   
 DH3209  ___________________________________________________________________
 DH3209  EPOCH DATE  -        2002.00
 DH3209  X           -    -159,107.944 (meters)                     COMP
 DH3209  Y           -  -5,475,062.592 (meters)                     COMP
 DH3209  Z           -   3,256,904.285 (meters)                     COMP
 DH3209  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DH3209  ELLIP HEIGHT-          -7.177 (meters)          (02/10/07) ADJUSTED
 DH3209  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH3209
 DH3209  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3209  Type    PID    Designation                      North   East  Ellip
 DH3209  -------------------------------------------------------------------
 DH3209  NETWORK DH3209 549+21.84=LMS78                   0.61   0.57   1.02
 DH3209  -------------------------------------------------------------------
 DH3209
 DH3209.The horizontal coordinates were established by GPS observations
 DH3209.and adjusted by the National Geodetic Survey in February 2007.
 DH3209
 DH3209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3209.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3209.The horizontal coordinates are valid at the epoch date displayed above.
 DH3209.The epoch date for horizontal control is a decimal equivalence
 DH3209.of Year/Month/Day.
 DH3209
 DH3209.The orthometric height was determined by GPS observations and a
 DH3209.high-resolution geoid model.
 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.Photographs are available for this station.
 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     -   266,692.161   968,332.373   MT  1.00005016   -0 09 56.2
 DH3209;SPC LA S     -   874,972.53  3,176,937.13   sFT  1.00005016   -0 09 56.2
 DH3209;UTM  15      - 3,419,892.445   627,618.881   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  NAD 83(1992)-  30 54 19.78172(N)    091 39 52.46730(W) AD(       ) B
 DH3209  ELLIP H (05/09/05)   -7.185  (m)                       GP(       ) 4 2
 DH3209
 DH3209.Superseded values are not recommended for survey control.
 DH3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3209.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0487  **This station is located in a suspected subsidence area (see below).
 BJ0487  ___________________________________________________________________
 BJ0487  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BJ0487  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BJ0487  DYNAMIC HT  -          31.8   (meters)     104.    (feet)  COMP
 BJ0487  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 BJ0487
 BJ0487  HORZ ORDER  -  SECOND
 BJ0487  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0487 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0487 ** and geoid heights are valid at the date of observation. These heights
 BJ0487 ** must always be validated when used as control.
 BJ0487 ** The orthometric height has not been validated since last determined
 BJ0487 ** by differential leveling and should not be used for control purposes.
 BJ0487 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0487 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0487 ** epoch indicated which incorporates improved geoid heights for the
 BJ0487 ** Southern Louisiana Subsidence area.
 BJ0487 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0487.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -25.95  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081225 GOOD             GEOCAC
 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.
 CQ0243
 CQ0243                          STATION RECOVERY (2008)
 CQ0243
 CQ0243'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081225 GOOD             GEOCAC
 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.
 CQ0244
 CQ0244                          STATION RECOVERY (2008)
 CQ0244
 CQ0244'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081225 GOOD             GEOCAC
 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.
 CQ0245
 CQ0245                          STATION RECOVERY (2008)
 CQ0245
 CQ0245'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20080801 GOOD             GEOCAC
 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.
 CQ0263
 CQ0263                          STATION RECOVERY (2008)
 CQ0263
 CQ0263'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20080801 GOOD             GEOCAC
 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.
 CQ0266
 CQ0266                          STATION RECOVERY (2008)
 CQ0266
 CQ0266'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 - February 27, 2008
 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  HISTORY     - 20080227 GOOD             INDIV
 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
 CQ2223
 CQ2223                          STATION RECOVERY (2008)
 CQ2223
 CQ2223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GF)
 CQ2223'RECOVERED AS DESCRIBED EXCEPT THAT ALLEN CHEVROLET IS NOW FARMERVILLE
 CQ2223'MOTORS
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081225 MARK NOT FOUND   GEOCAC
 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.
 CQ0341
 CQ0341                          STATION RECOVERY (2008)
 CQ0341
 CQ0341'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -26.12  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3340* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3340  **This station is located in a suspected subsidence area (see below).
 BJ3340  ___________________________________________________________________
 BJ3340  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3340  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3340  DYNAMIC HT  -          46.3   (meters)     152.    (feet)  COMP
 BJ3340  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ3340
 BJ3340  HORZ ORDER  -  SECOND
 BJ3340  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3340 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3340 ** and geoid heights are valid at the date of observation. These heights
 BJ3340 ** must always be validated when used as control.
 BJ3340 ** The orthometric height has not been validated since last determined
 BJ3340 ** by differential leveling and should not be used for control purposes.
 BJ3340 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3340 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3340 ** epoch indicated which incorporates improved geoid heights for the
 BJ3340 ** Southern Louisiana Subsidence area.
 BJ3340 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3340.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 DH3189 ***********************************************************************
 DH3189  HT_MOD      -  This is a 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(2007)-  29 47 21.32640(N)    090 01 14.66292(W)     ADJUSTED  
 DH3189* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3189  **This station is located in a suspected subsidence area (see below).
 DH3189  ___________________________________________________________________
 DH3189  EPOCH DATE  -        2002.00
 DH3189  X           -      -2,005.304 (meters)                     COMP
 DH3189  Y           -  -5,539,881.445 (meters)                     COMP
 DH3189  Z           -   3,150,110.759 (meters)                     COMP
 DH3189  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DH3189  ELLIP HEIGHT-         -20.835 (meters)          (02/10/07) ADJUSTED
 DH3189  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DH3189
 DH3189  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3189  Type    PID    Designation                      North   East  Ellip
 DH3189  -------------------------------------------------------------------
 DH3189  NETWORK DH3189 569+83.30=WPLD 114 LMS 114        0.76   0.69   1.39
 DH3189  -------------------------------------------------------------------
 DH3189
 DH3189.The horizontal coordinates were established by GPS observations
 DH3189.and adjusted by the National Geodetic Survey in February 2007.
 DH3189
 DH3189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3189.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3189.The horizontal coordinates are valid at the epoch date displayed above.
 DH3189.The epoch date for horizontal control is a decimal equivalence
 DH3189.of Year/Month/Day.
 DH3189
 DH3189.The orthometric height was determined by GPS observations and a
 DH3189.high-resolution geoid model.
 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 has not been validated since last determined
 DH3189 ** by differential leveling and should not be used for control purposes.
 DH3189 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   143,633.961 1,126,902.674   MT  0.99993252   +0 39 22.7
 DH3189;SPC LA S     -   471,239.09  3,697,179.86   sFT  0.99993252   +0 39 22.7
 DH3189;UTM  15      - 3,299,156.011   788,014.135   MT  1.00062362   +1 28 52.1
 DH3189;UTM  16      - 3,299,260.467   207,974.044   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  NAD 83(1992)-  29 47 21.32658(N)    090 01 14.66310(W) AD(       ) B
 DH3189  ELLIP H (05/09/05)  -20.823  (m)                       GP(       ) 4 2
 DH3189
 DH3189.Superseded values are not recommended for survey control.
 DH3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3189.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BK0907 ***********************************************************************
 BK0907  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0907  DESIGNATION -  57 V 120
 BK0907  PID         -  BK0907
 BK0907  STATE/COUNTY-  LA/VERMILION
 BK0907  USGS QUAD   -  GUEYDAN (1984)
 BK0907
 BK0907                         *CURRENT SURVEY CONTROL
 BK0907  ___________________________________________________________________
 BK0907* NAD 83(2007)-  30 01 15.42000(N)    092 35 55.62384(W)     ADJUSTED  
 BK0907* NAVD 88     -         1.84   (meters)       6.0    (feet)  GPS OBS(2006.81)
 BK0907  **This station is located in a suspected subsidence area (see below).
 BK0907  ___________________________________________________________________
 BK0907  EPOCH DATE  -        2002.00
 BK0907  X           -    -250,607.421 (meters)                     COMP
 BK0907  Y           -  -5,521,388.960 (meters)                     COMP
 BK0907  Z           -   3,172,372.201 (meters)                     COMP
 BK0907  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK0907  ELLIP HEIGHT-         -25.077 (meters)          (03/12/08) ADJUSTED
 BK0907  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BK0907
 BK0907  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0907  Type    PID    Designation                      North   East  Ellip
 BK0907  -------------------------------------------------------------------
 BK0907  NETWORK BK0907 57 V 120                          1.35   1.06   3.00
 BK0907  -------------------------------------------------------------------
 BK0907  ELLP ORDER  -  THIRD     CLASS I
 BK0907
 BK0907.The horizontal coordinates were established by GPS observations
 BK0907.and adjusted by the National Geodetic Survey in February 2007.
 BK0907
 BK0907.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0907.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK0907.high-resolution geoid model.
 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 any height that may have been
 BK0907 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 BK0907;SPC LA S     -   169,262.598   877,938.526   MT  0.99992581   -0 37 57.9
 BK0907;SPC LA S     -   555,322.37  2,880,369.98   sFT  0.99992581   -0 37 57.9
 BK0907;UTM  15      - 3,321,174.559   538,688.345   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  =   0.99962241
 BK0907
 BK0907                          SUPERSEDED SURVEY CONTROL
 BK0907
 BK0907  ELLIP H (02/10/07)  -25.067  (m)                       GP(       )    
 BK0907  NAD 83(1992)-  30 01 15.41983(N)    092 35 55.62355(W) AD(2004.65) B
 BK0907  ELLIP H (06/22/05)  -25.063  (m)                       GP(2004.65) 4 1
 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: LADHGS
 BK0907_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - March 24, 2006
 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  HISTORY     - 20060324 GOOD             NGS
 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.
 BK0907
 BK0907                          STATION RECOVERY (2006)
 BK0907
 BK0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0907'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 50 31.89595(N)    092 12 38.52379(W)     ADJUSTED  
 AV0250* NAVD 88     -         1.08   (meters)       3.5    (feet)  GPS OBS(2006.81)
 AV0250  **This station is located in a suspected subsidence area (see below).
 AV0250  ___________________________________________________________________
 AV0250  EPOCH DATE  -        2002.00
 AV0250  X           -    -213,585.140 (meters)                     COMP
 AV0250  Y           -  -5,532,839.327 (meters)                     COMP
 AV0250  Z           -   3,155,199.686 (meters)                     COMP
 AV0250  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0250  ELLIP HEIGHT-         -25.323 (meters)          (02/10/07) ADJUSTED
 AV0250  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AV0250
 AV0250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0250  Type    PID    Designation                      North   East  Ellip
 AV0250  -------------------------------------------------------------------
 AV0250  NETWORK AV0250 57 V 35                           1.00   0.78   2.29
 AV0250  -------------------------------------------------------------------
 AV0250
 AV0250.The horizontal coordinates were established by GPS observations
 AV0250.and adjusted by the National Geodetic Survey in February 2007.
 AV0250
 AV0250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0250.high-resolution geoid model.
 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 any height that may have been
 AV0250 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 AV0250;SPC LA S     -   149,099.214   915,219.238   MT  0.99992956   -0 26 19.3
 AV0250;SPC LA S     -   489,169.67  3,002,681.78   sFT  0.99992956   -0 26 19.3
 AV0250;UTM  15      - 3,301,560.654   576,247.439   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  NAD 83(1992)-  29 50 31.89578(N)    092 12 38.52315(W) AD(2004.65) B
 AV0250  ELLIP H (06/22/05)  -25.319  (m)                       GP(2004.65) 4 1
 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: LADHGS
 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 - March 28, 2006
 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  HISTORY     - 20060328 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.
 AV0250
 AV0250                          STATION RECOVERY (2006)
 AV0250
 AV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0250'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0412 ***********************************************************************
 BK0412  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0412  DESIGNATION -  57 V 4
 BK0412  PID         -  BK0412
 BK0412  STATE/COUNTY-  LA/VERMILION
 BK0412  USGS QUAD   -  MILTON (1994)
 BK0412
 BK0412                         *CURRENT SURVEY CONTROL
 BK0412  ___________________________________________________________________
 BK0412* NAD 83(2007)-  30 04 45.29344(N)    092 07 28.52120(W)     ADJUSTED  
 BK0412* NAVD 88     -         4.40   (meters)      14.4    (feet)  GPS OBS(2006.81)
 BK0412  **This station is located in a suspected subsidence area (see below).
 BK0412  ___________________________________________________________________
 BK0412  EPOCH DATE  -        2002.00
 BK0412  X           -    -204,782.976 (meters)                     COMP
 BK0412  Y           -  -5,520,042.118 (meters)                     COMP
 BK0412  Z           -   3,177,967.304 (meters)                     COMP
 BK0412  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK0412  ELLIP HEIGHT-         -22.634 (meters)          (03/12/08) ADJUSTED
 BK0412  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BK0412  HORZ ORDER  -  A
 BK0412  ELLP ORDER  -  THIRD     CLASS I
 BK0412
 BK0412.The horizontal coordinates were established by GPS observations
 BK0412.and adjusted by the National Geodetic Survey in March 2008.
 BK0412
 BK0412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0412.The horizontal coordinates are valid at the epoch date displayed above.
 BK0412.The epoch date for horizontal control is a decimal equivalence
 BK0412.of Year/Month/Day.
 BK0412
 BK0412.The orthometric height was determined by GPS observations and a
 BK0412.high-resolution geoid model.
 BK0412 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0412 ** and geoid heights are valid at the date of observation. These heights
 BK0412 ** must always be validated when used as control.
 BK0412 ** The orthometric height was determined by GPS observations using
 BK0412 ** precise GPS observation and processing techniques and a new
 BK0412 ** realization of GEOID03. It supersedes any height that may have been
 BK0412 ** previously determined for this station.
 BK0412 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0412 ** epoch indicated which incorporates improved geoid heights for the
 BK0412 ** Southern Louisiana Subsidence area.
 BK0412 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0412
 BK0412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0412
 BK0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0412
 BK0412.The ellipsoidal height was determined by GPS observations
 BK0412.and is referenced to NAD 83.
 BK0412
 BK0412.The geoid height was determined by GEOID03.
 BK0412
 BK0412;                    North         East     Units Scale Factor Converg.
 BK0412;SPC LA S     -   175,314.029   923,721.595   MT  0.99992668   -0 23 44.3
 BK0412;SPC LA S     -   575,176.11  3,030,576.60   sFT  0.99992668   -0 23 44.3
 BK0412;UTM  15      - 3,327,889.785   584,365.824   MT  0.99968781   +0 26 19.6
 BK0412
 BK0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0412!SPC LA S     -   1.00000355  x   0.99992668  =   0.99993023
 BK0412!UTM  15      -   1.00000355  x   0.99968781  =   0.99969136
 BK0412
 BK0412                          SUPERSEDED SURVEY CONTROL
 BK0412
 BK0412  NGVD 29 (??/??/??)    4.654  (m)           15.27   (f) ADJUSTED    1 2
 BK0412
 BK0412.Superseded values are not recommended for survey control.
 BK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0412.See file dsdata.txt to determine how the superseded data were derived.
 BK0412
 BK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8436627890(NAD 83)
 BK0412_MARKER: DD = SURVEY DISK
 BK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BK0412_STAMPING: 57V4 1967
 BK0412_MARK LOGO: LADHGS
 BK0412_PROJECTION: FLUSH
 BK0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0412+STABILITY: SURFACE MOTION
 BK0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0412+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 BK0412
 BK0412  HISTORY     - Date     Condition        Report By
 BK0412  HISTORY     - 1967     MONUMENTED       LADTD
 BK0412  HISTORY     - 1968     GOOD             LADTD
 BK0412  HISTORY     - 1982     GOOD             NGS
 BK0412  HISTORY     - 19910713 GOOD             USPSQD
 BK0412  HISTORY     - 19950926 GOOD             USPSQD
 BK0412  HISTORY     - 20040201 GOOD             USPSQD
 BK0412  HISTORY     - 20050525 GOOD             USPSQD
 BK0412  HISTORY     - 20060502 GOOD             NGS
 BK0412  HISTORY     - 20060509 GOOD             NGS
 BK0412  HISTORY     - 20080826 GOOD             JCLS
 BK0412
 BK0412                          STATION DESCRIPTION
 BK0412
 BK0412'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0412'1.95 MI S FROM MAURICE.
 BK0412'ABOUT 1.95 MILES SOUTH ALONG U. S. HIGHWAY 167 FROM THE MAURICE BRANCH
 BK0412'OF THE BANK OF ABBEVILLE AND TRUST COMPANY BUILDING IN MAURICE. IN
 BK0412'SECTION 23, T11S, R3E.  AT INTERSECTION OF U. S. HIGHWAY 167 AND
 BK0412'LOUISIANA HIGHWAY 699, 82.6 FEET WEST OF THE CENTERLINE OF U. S.
 BK0412'HIGHWAY 167, 65.5 FEET SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY
 BK0412'699, 105.0 FEET SOUTHWEST OF THE INTERSECTIONS OF THE CENTERLINES OF
 BK0412'U. S. HIGHWAY 167 AND LOUISIANA HIGHWAY 699, 1.5 FEET NORTHEAST OF A
 BK0412'COMBINATION MESH AND BARBED WIRE FENCE RUNNING NORTHWEST AND
 BK0412'SOUTHEAST.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 BK0412'THE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET NORTHEAST OF THE
 BK0412'MARK.
 BK0412
 BK0412                          STATION RECOVERY (1982)
 BK0412
 BK0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BK0412'RECOVERED IN GOOD CONDITION.
 BK0412
 BK0412                          STATION RECOVERY (1991)
 BK0412
 BK0412'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 BK0412'RECOVERED IN GOOD CONDITION.
 BK0412
 BK0412                          STATION RECOVERY (1995)
 BK0412
 BK0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 BK0412'RECOVERED IN GOOD CONDITION.
 BK0412
 BK0412                          STATION RECOVERY (2004)
 BK0412
 BK0412'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK0412' 
 BK0412' 
 BK0412
 BK0412                          STATION RECOVERY (2005)
 BK0412
 BK0412'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMV)
 BK0412'RECOVERED IN GOOD CONDITION.
 BK0412
 BK0412                          STATION RECOVERY (2006)
 BK0412
 BK0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK0412'0.4 METERS NORTHEAST OF AN I BOLT.
 BK0412'0.3 METERS NORTH OF A WITNESS POST.
 BK0412
 BK0412                          STATION RECOVERY (2006)
 BK0412
 BK0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0412'RECOVERED AS DESCRIBED.
 BK0412
 BK0412                          STATION RECOVERY (2008)
 BK0412
 BK0412'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BK0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK0377 ***********************************************************************
 BK0377  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK0377  DESIGNATION -  57 V 48
 BK0377  PID         -  BK0377
 BK0377  STATE/COUNTY-  LA/VERMILION
 BK0377  USGS QUAD   -  LEROY (1983)
 BK0377
 BK0377                         *CURRENT SURVEY CONTROL
 BK0377  ___________________________________________________________________
 BK0377* NAD 83(2007)-  30 04 43.65322(N)    092 14 31.46705(W)     ADJUSTED  
 BK0377* NAVD 88     -         5.53   (meters)      18.1    (feet)  GPS OBS(2006.81)
 BK0377  **This station is located in a suspected subsidence area (see below).
 BK0377  ___________________________________________________________________
 BK0377  EPOCH DATE  -        2002.00
 BK0377  X           -    -216,102.408 (meters)                     COMP
 BK0377  Y           -  -5,519,636.866 (meters)                     COMP
 BK0377  Z           -   3,177,924.158 (meters)                     COMP
 BK0377  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BK0377  ELLIP HEIGHT-         -21.517 (meters)          (03/12/08) ADJUSTED
 BK0377  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BK0377  HORZ ORDER  -  A
 BK0377  ELLP ORDER  -  THIRD     CLASS I
 BK0377
 BK0377.The horizontal coordinates were established by GPS observations
 BK0377.and adjusted by the National Geodetic Survey in March 2008.
 BK0377
 BK0377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0377.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0377.The horizontal coordinates are valid at the epoch date displayed above.
 BK0377.The epoch date for horizontal control is a decimal equivalence
 BK0377.of Year/Month/Day.
 BK0377
 BK0377.The orthometric height was determined by GPS observations and a
 BK0377.high-resolution geoid model.
 BK0377 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0377 ** and geoid heights are valid at the date of observation. These heights
 BK0377 ** must always be validated when used as control.
 BK0377 ** The orthometric height was determined by GPS observations using
 BK0377 ** precise GPS observation and processing techniques and a new
 BK0377 ** realization of GEOID03. It supersedes any height that may have been
 BK0377 ** previously determined for this station.
 BK0377 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0377 ** epoch indicated which incorporates improved geoid heights for the
 BK0377 ** Southern Louisiana Subsidence area.
 BK0377 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0377
 BK0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK0377
 BK0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK0377
 BK0377.The ellipsoidal height was determined by GPS observations
 BK0377.and is referenced to NAD 83.
 BK0377
 BK0377.The geoid height was determined by GEOID03.
 BK0377
 BK0377;                    North         East     Units Scale Factor Converg.
 BK0377;SPC LA S     -   175,347.540   912,395.668   MT  0.99992667   -0 27 15.8
 BK0377;SPC LA S     -   575,286.05  2,993,418.12   sFT  0.99992667   -0 27 15.8
 BK0377;UTM  15      - 3,327,758.403   573,043.443   MT  0.99966582   +0 22 47.6
 BK0377
 BK0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0377!SPC LA S     -   1.00000338  x   0.99992667  =   0.99993005
 BK0377!UTM  15      -   1.00000338  x   0.99966582  =   0.99966920
 BK0377
 BK0377                          SUPERSEDED SURVEY CONTROL
 BK0377
 BK0377  NGVD 29 (??/??/??)    5.908  (m)           19.38   (f) ADJUSTED    2 0
 BK0377
 BK0377.Superseded values are not recommended for survey control.
 BK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK0377.See file dsdata.txt to determine how the superseded data were derived.
 BK0377
 BK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP7304327758(NAD 83)
 BK0377_MARKER: DD = SURVEY DISK
 BK0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BK0377_SP_SET: CONCRETE POST
 BK0377_STAMPING: 57V48
 BK0377_MARK LOGO: LADHGS
 BK0377_PROJECTION: FLUSH
 BK0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK0377+STABILITY: SURFACE MOTION
 BK0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK0377+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK0377
 BK0377  HISTORY     - Date     Condition        Report By
 BK0377  HISTORY     - UNK      MONUMENTED       LADTD
 BK0377  HISTORY     - 1968     GOOD             LADTD
 BK0377  HISTORY     - 1987     GOOD             LADTD
 BK0377  HISTORY     - 20040305 GOOD             USPSQD
 BK0377  HISTORY     - 20060501 GOOD             NGS
 BK0377  HISTORY     - 20060502 GOOD             NGS
 BK0377
 BK0377                          STATION DESCRIPTION
 BK0377
 BK0377'DESCRIBED BY LA TRANSP AND DEV 1968
 BK0377'3.35 MI S FROM INDIAN BAYOU.
 BK0377'ABOUT 3.35 MILES SOUTH ALONG LOUISIANA HIGHWAY 700 FROM THE INDIAN
 BK0377'BAYOU HIGH SCHOOL IN INDIAN BAYOU.  IN SECTION 23, T11S, R2E.  76.0
 BK0377'FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 700, 75.4 FEET SOUTH
 BK0377'OF THE CENTERLINE OF LOUISIANA HIGHWAY 699, 21.2 FEET EAST OF A 24
 BK0377'INCH PINE TREE.  SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BK0377'ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.5 FEET EAST OF THE
 BK0377'MARK.
 BK0377
 BK0377                          STATION RECOVERY (1987)
 BK0377
 BK0377'RECOVERY NOTE BY LA TRANSP AND DEV 1987
 BK0377'ABOUT 5.4 KM (3.35 MI) SOUTH ON STATE HIGHWAY 700 FROM THE INDIAN
 BK0377'BAYOU HIGH SCHOOL IN INDIAN BAYOU TO THE MARK ON THE LEFT, 23.2
 BK0377'METERS (76 FT) EAST OF THE CENTER OF THE HIGHWAY, 23 METERS (75.5 FT)
 BK0377'SOUTH OF THE CENTER OF STATE HIGHWAY 699, 11.9 METERS (39 FT) NORTH OF
 BK0377'A TRIPLE-TRUNK CEDAR TREE AND 1.1 METERS (3.5 FT) SOUTH-SOUTHWEST OF A
 BK0377'TELEPHONE JUNCTION BOX.
 BK0377'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 BK0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK0377
 BK0377                          STATION RECOVERY (2004)
 BK0377
 BK0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 BK0377'RECOVERED IN GOOD CONDITION.
 BK0377
 BK0377                          STATION RECOVERY (2006)
 BK0377
 BK0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK0377'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK0377
 BK0377                          STATION RECOVERY (2006)
 BK0377
 BK0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK0377'0.6 METERS SOUTH OF AN I BOLT.
 BK0377'0.5 METERS SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AV0186 ***********************************************************************
 AV0186  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0186  DESIGNATION -  57 V 54
 AV0186  PID         -  AV0186
 AV0186  STATE/COUNTY-  LA/VERMILION
 AV0186  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0186
 AV0186                         *CURRENT SURVEY CONTROL
 AV0186  ___________________________________________________________________
 AV0186* NAD 83(2007)-  29 58 17.90239(N)    092 06 09.12982(W)     ADJUSTED  
 AV0186* NAVD 88     -         2.70   (meters)       8.9    (feet)  GPS OBS(2006.81)
 AV0186  **This station is located in a suspected subsidence area (see below).
 AV0186  ___________________________________________________________________
 AV0186  EPOCH DATE  -        2002.00
 AV0186  X           -    -202,877.237 (meters)                     COMP
 AV0186  Y           -  -5,526,084.204 (meters)                     COMP
 AV0186  Z           -   3,167,638.700 (meters)                     COMP
 AV0186  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0186  ELLIP HEIGHT-         -24.061 (meters)          (03/12/08) ADJUSTED
 AV0186  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0186  HORZ ORDER  -  A
 AV0186  ELLP ORDER  -  THIRD     CLASS I
 AV0186
 AV0186.The horizontal coordinates were established by GPS observations
 AV0186.and adjusted by the National Geodetic Survey in March 2008.
 AV0186
 AV0186.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0186.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AV0186.The horizontal coordinates are valid at the epoch date displayed above.
 AV0186.The epoch date for horizontal control is a decimal equivalence
 AV0186.of Year/Month/Day.
 AV0186
 AV0186.The orthometric height was determined by GPS observations and a
 AV0186.high-resolution geoid model.
 AV0186 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0186 ** and geoid heights are valid at the date of observation. These heights
 AV0186 ** must always be validated when used as control.
 AV0186 ** The orthometric height was determined by GPS observations using
 AV0186 ** precise GPS observation and processing techniques and a new
 AV0186 ** realization of GEOID03. It supersedes any height that may have been
 AV0186 ** previously determined for this station.
 AV0186 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0186 ** epoch indicated which incorporates improved geoid heights for the
 AV0186 ** Southern Louisiana Subsidence area.
 AV0186 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0186
 AV0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0186
 AV0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0186
 AV0186.The ellipsoidal height was determined by GPS observations
 AV0186.and is referenced to NAD 83.
 AV0186
 AV0186.The geoid height was determined by GEOID03.
 AV0186
 AV0186;                    North         East     Units Scale Factor Converg.
 AV0186;SPC LA S     -   163,371.980   925,767.457   MT  0.99992587   -0 23 04.6
 AV0186;SPC LA S     -   535,996.24  3,037,288.73   sFT  0.99992587   -0 23 04.6
 AV0186;UTM  15      - 3,315,981.578   586,584.708   MT  0.99969249   +0 26 54.2
 AV0186
 AV0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0186!SPC LA S     -   1.00000378  x   0.99992587  =   0.99992965
 AV0186!UTM  15      -   1.00000378  x   0.99969249  =   0.99969627
 AV0186
 AV0186                          SUPERSEDED SURVEY CONTROL
 AV0186
 AV0186  NGVD 29 (??/??/??)    2.867  (m)            9.41   (f) ADJUSTED    1 2
 AV0186
 AV0186.Superseded values are not recommended for survey control.
 AV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0186.See file dsdata.txt to determine how the superseded data were derived.
 AV0186
 AV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP8658515982(NAD 83)
 AV0186_MARKER: DD = SURVEY DISK
 AV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0186_STAMPING: 57V54
 AV0186_MARK LOGO: LADHGS
 AV0186_PROJECTION: FLUSH
 AV0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0186+STABILITY: SURFACE MOTION
 AV0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0186+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AV0186
 AV0186  HISTORY     - Date     Condition        Report By
 AV0186  HISTORY     - 1968     MONUMENTED       LADTD
 AV0186  HISTORY     - 1968     GOOD             LADTD
 AV0186  HISTORY     - 1976     GOOD             LADTD
 AV0186  HISTORY     - 1976     GOOD             LADTD
 AV0186  HISTORY     - 1982     GOOD             NGS
 AV0186  HISTORY     - 19910713 GOOD             USPSQD
 AV0186  HISTORY     - 19950926 GOOD             USPSQD
 AV0186  HISTORY     - 20040201 MARK NOT FOUND   USPSQD
 AV0186  HISTORY     - 20050525 GOOD             USPSQD
 AV0186  HISTORY     - 20060502 GOOD             NGS
 AV0186  HISTORY     - 20060610 GOOD             NGS
 AV0186
 AV0186                          STATION DESCRIPTION
 AV0186
 AV0186'DESCRIBED BY LA TRANSP AND DEV 1968
 AV0186'2.0 MI E FROM ABBEVILLE.
 AV0186'ABOUT 2.45 MILES EAST ALONG LOUISIANA HIGHWAY 14 BY-PASS FROM THE
 AV0186'INTERSECTION OF LOUISIANA HIGHWAY 14 BY-PASS AND U. S. HIGHWAY 167 IN
 AV0186'ABBEVILLE, ABOUT 2.00 MILES EAST ALONG LOUISIANA HIGHWAY 14 FROM THE
 AV0186'VERMILION PARISH COURTHOUSE IN ABBEVILLE.  IN SECTION 30, T12S, R4E.
 AV0186'64.6 FEET WEST OF THE CENTERLINE OF A CONNECTION FROM LOUISIANA
 AV0186'HIGHWAY 14 BY-PASS TO LOUISIANA HIGHWAY 14, 132.0 FEET NORTH OF THE
 AV0186'CENTERLINE OF LOUISIANA HIGHWAY 14, 38.9 FEET EAST-SOUTHEAST OF THE
 AV0186'NORTHEAST CORNER OF A BRICK VENEER RESIDENCE BELONGING TO HAROLD
 AV0186'DELCAMBRE, 52.2 FEET SOUTHEAST OF A 10 INCH OAK TREE.  SET IN TOP OF A
 AV0186'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS
 AV0186'POST IS SET 1.0 FOOT WEST OF THE MARK.
 AV0186
 AV0186                          STATION RECOVERY (1976)
 AV0186
 AV0186'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (1976)
 AV0186
 AV0186'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (1982)
 AV0186
 AV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (1991)
 AV0186
 AV0186'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (1995)
 AV0186
 AV0186'RECOVERY NOTE BY US POWER SQUADRON 1995
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (2004)
 AV0186
 AV0186'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0186' 
 AV0186' 
 AV0186
 AV0186                          STATION RECOVERY (2005)
 AV0186
 AV0186'RECOVERY NOTE BY US POWER SQUADRON 2005 (KMV)
 AV0186'RECOVERED IN GOOD CONDITION.
 AV0186
 AV0186                          STATION RECOVERY (2006)
 AV0186
 AV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0186'9.9 METERS EAST OF NORTHEAST CORNER OF THE CONCRETE PORTION OF PARKING
 AV0186'FOR BL MEATS.
 AV0186'8.5 METERS NORTHWEST OF A BURIED CABLE JUNCTION BOX.
 AV0186'1.7 METERS WEST OF A POWER POLE AND WITNESS POST.
 AV0186
 AV0186                          STATION RECOVERY (2006)
 AV0186
 AV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0186'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0415  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0415 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0415 ** and geoid heights are valid at the date of observation. These heights
 BK0415 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 AV0248 ***********************************************************************
 AV0248  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0248  DESIGNATION -  57 V 96
 AV0248  PID         -  AV0248
 AV0248  STATE/COUNTY-  LA/VERMILION
 AV0248  USGS QUAD   -  INTRACOASTAL CITY (1975)
 AV0248
 AV0248                         *CURRENT SURVEY CONTROL
 AV0248  ___________________________________________________________________
 AV0248* NAD 83(2007)-  29 47 04.17551(N)    092 09 24.36806(W)     ADJUSTED  
 AV0248* NAVD 88     -         0.97   (meters)       3.2    (feet)  GPS OBS(2006.81)
 AV0248  **This station is located in a suspected subsidence area (see below).
 AV0248  ___________________________________________________________________
 AV0248  EPOCH DATE  -        2002.00
 AV0248  X           -    -208,496.696 (meters)                     COMP
 AV0248  Y           -  -5,536,215.681 (meters)                     COMP
 AV0248  Z           -   3,149,650.250 (meters)                     COMP
 AV0248  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AV0248  ELLIP HEIGHT-         -25.233 (meters)          (03/12/08) ADJUSTED
 AV0248  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AV0248
 AV0248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0248  Type    PID    Designation                      North   East  Ellip
 AV0248  -------------------------------------------------------------------
 AV0248  NETWORK AV0248 57 V 96                           2.16   1.67   5.02
 AV0248  -------------------------------------------------------------------
 AV0248  ELLP ORDER  -  THIRD     CLASS I
 AV0248
 AV0248.The horizontal coordinates were established by GPS observations
 AV0248.and adjusted by the National Geodetic Survey in February 2007.
 AV0248
 AV0248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0248.high-resolution geoid model.
 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 any height that may have been
 AV0248 ** previously 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
 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     -   142,665.125   920,384.695   MT  0.99993283   -0 24 42.2
 AV0248;SPC LA S     -   468,060.50  3,019,628.79   sFT  0.99993283   -0 24 42.2
 AV0248;UTM  15      - 3,295,203.779   581,504.336   MT  0.99968196   +0 25 08.0
 AV0248
 AV0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0248!SPC LA S     -   1.00000396  x   0.99993283  =   0.99993679
 AV0248!UTM  15      -   1.00000396  x   0.99968196  =   0.99968592
 AV0248
 AV0248                          SUPERSEDED SURVEY CONTROL
 AV0248
 AV0248  ELLIP H (02/10/07)  -25.246  (m)                       GP(       )    
 AV0248  NAD 83(1992)-  29 47 04.17535(N)    092 09 24.36729(W) AD(2004.65) B
 AV0248  ELLIP H (06/22/05)  -25.263  (m)                       GP(2004.65) 4 1
 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: LADHGS
 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 - August 21, 2007
 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  HISTORY     - 20060328 GOOD             NGS
 AV0248  HISTORY     - 20070821 GOOD             GCT
 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.
 AV0248
 AV0248                          STATION RECOVERY (2006)
 AV0248
 AV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0248'RECOVERED AS DESCRIBED.
 AV0248
 AV0248                          STATION RECOVERY (2007)
 AV0248
 AV0248'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2007 (DAH)
 AV0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AV0196 ***********************************************************************
 AV0196  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0196  DESIGNATION -  57 V 98
 AV0196  PID         -  AV0196
 AV0196  STATE/COUNTY-  LA/VERMILION
 AV0196  USGS QUAD   -  ABBEVILLE EAST (1994)
 AV0196
 AV0196                         *CURRENT SURVEY CONTROL
 AV0196  ___________________________________________________________________
 AV0196* NAD 83(2007)-  29 57 13.30162(N)    092 00 21.25662(W)     ADJUSTED  
 AV0196* NAVD 88     -         1.88   (meters)       6.2    (feet)  GPS OBS(2006.81)
 AV0196  **This station is located in a suspected subsidence area (see below).
 AV0196  ___________________________________________________________________
 AV0196  EPOCH DATE  -        2002.00
 AV0196  X           -    -193,591.759 (meters)                     COMP
 AV0196  Y           -  -5,527,410.709 (meters)                     COMP
 AV0196  Z           -   3,165,914.983 (meters)                     COMP
 AV0196  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0196  ELLIP HEIGHT-         -24.822 (meters)          (03/12/08) ADJUSTED
 AV0196  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0196  HORZ ORDER  -  A
 AV0196  ELLP ORDER  -  THIRD     CLASS I
 AV0196
 AV0196.The horizontal coordinates were established by GPS observations
 AV0196.and adjusted by the National Geodetic Survey in March 2008.
 AV0196
 AV0196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AV0196.The horizontal coordinates are valid at the epoch date displayed above.
 AV0196.The epoch date for horizontal control is a decimal equivalence
 AV0196.of Year/Month/Day.
 AV0196
 AV0196.The orthometric height was determined by GPS observations and a
 AV0196.high-resolution geoid model.
 AV0196 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0196 ** and geoid heights are valid at the date of observation. These heights
 AV0196 ** must always be validated when used as control.
 AV0196 ** The orthometric height was determined by GPS observations using
 AV0196 ** precise GPS observation and processing techniques and a new
 AV0196 ** realization of GEOID03. It supersedes any height that may have been
 AV0196 ** previously determined for this station.
 AV0196 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0196 ** epoch indicated which incorporates improved geoid heights for the
 AV0196 ** Southern Louisiana Subsidence area.
 AV0196 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0196
 AV0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0196
 AV0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0196
 AV0196.The ellipsoidal height was determined by GPS observations
 AV0196.and is referenced to NAD 83.
 AV0196
 AV0196.The geoid height was determined by GEOID03.
 AV0196
 AV0196;                    North         East     Units Scale Factor Converg.
 AV0196;SPC LA S     -   161,324.296   935,081.164   MT  0.99992608   -0 20 10.7
 AV0196;SPC LA S     -   529,278.13  3,067,845.45   sFT  0.99992608   -0 20 10.7
 AV0196;UTM  15      - 3,314,069.914   595,925.111   MT  0.99971353   +0 29 47.0
 AV0196
 AV0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0196!SPC LA S     -   1.00000390  x   0.99992608  =   0.99992998
 AV0196!UTM  15      -   1.00000390  x   0.99971353  =   0.99971743
 AV0196
 AV0196                          SUPERSEDED SURVEY CONTROL
 AV0196
 AV0196  NGVD 29 (??/??/??)    1.992  (m)            6.54   (f) ADJUSTED    1 2
 AV0196
 AV0196.Superseded values are not recommended for survey control.
 AV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0196.See file dsdata.txt to determine how the superseded data were derived.
 AV0196
 AV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP9592514070(NAD 83)
 AV0196_MARKER: DD = SURVEY DISK
 AV0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0196_STAMPING: 57V98 1968
 AV0196_MARK LOGO: LADHGS
 AV0196_PROJECTION: FLUSH
 AV0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0196+STABILITY: SURFACE MOTION
 AV0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0196+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 AV0196
 AV0196  HISTORY     - Date     Condition        Report By
 AV0196  HISTORY     - 1968     MONUMENTED       LADTD
 AV0196  HISTORY     - 1976     GOOD             LADTD
 AV0196  HISTORY     - 1976     GOOD             LADTD
 AV0196  HISTORY     - 1982     GOOD             NGS
 AV0196  HISTORY     - 19980324 GOOD             LADTD
 AV0196  HISTORY     - 20040203 GOOD             USPSQD
 AV0196  HISTORY     - 20050601 GOOD             USPSQD
 AV0196  HISTORY     - 20060502 GOOD             NGS
 AV0196  HISTORY     - 20060509 GOOD             NGS
 AV0196
 AV0196                          STATION DESCRIPTION
 AV0196
 AV0196'DESCRIBED BY LA TRANSP AND DEV 1968
 AV0196'1.1 MI W FROM DELCAMBRE.
 AV0196'ABOUT 1.10 MILES WEST ALONG LOUISIANA HIGHWAY 14 FROM THE INTERSECTION
 AV0196'OF LOUISIANA HIGHWAY 14 AND LOUISIANA HIGHWAY 330 (NORTH RAILROAD
 AV0196'AVENUE) IN DELCAMBRE.  ABOUT 1.65 MILES EAST ALONG LOUISIANA HIGHWAY
 AV0196'14 FROM THE SOUTHERN PACIFIC RAILROAD STATION IN ERATH.  IN SECTION
 AV0196'31, T12S, R5E.  185.0 FEET SOUTH OF THE CENTERLINE OF LOUISIANA
 AV0196'HIGHWAY 14, 56.0 FEET EAST OF THE CENTERLINE OF A BLACKTOP ROAD
 AV0196'LEADING SOUTH, 94.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 AV0196'BRICK OFFICE BUILDING BELONGING TO HEBERT BROTHERS LUMBER YARD, 45.6
 AV0196'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD TRACK,
 AV0196'1.4 FEET NORTH OF A MESH WIRE FENCE.  SET IN TOP OF A CONCRETE POST
 AV0196'PROJECTING 4 INCHES ABOVE THE GROUND.  A STEEL WITNESS POST IS SET 1.0
 AV0196'FOOT SOUTH OF THE MARK.
 AV0196
 AV0196                          STATION RECOVERY (1976)
 AV0196
 AV0196'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 AV0196'RECOVERED IN GOOD CONDITION.
 AV0196
 AV0196                          STATION RECOVERY (1976)
 AV0196
 AV0196'RECOVERY NOTE BY LA TRANSP AND DEV 1976
 AV0196'RECOVERED IN GOOD CONDITION.
 AV0196
 AV0196                          STATION RECOVERY (1982)
 AV0196
 AV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AV0196'RECOVERED IN GOOD CONDITION.
 AV0196
 AV0196                          STATION RECOVERY (1998)
 AV0196
 AV0196'RECOVERY NOTE BY LA TRANSP AND DEV 1998 (SLC)
 AV0196'THE STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST OF DELCAMBRE AND 1.6
 AV0196'MI (2.6 KM) EAST OF ERATH.  OWNERSHIP--SOUTHERN PACIFIC RAILROAD.  TO
 AV0196'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 330 IN
 AV0196'DELCAMBRE, GO WEST FOR 1.1 MI (1.8 KM) ON HIGHWAY 14 TO THE STATION ON
 AV0196'THE LEFT.  THE STATION IS 185.0 FT (56.4 M) SOUTH FROM THE CENTER OF
 AV0196'HIGHWAY 14, 95.0 FT (29.0 M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 AV0196'OF A BRICK OFFICE BUILDING OF THE HEBERT BROTHERS LUMBER YARD, 56.0 FT
 AV0196'(17.1 M) EAST FROM THE CENTER OF A BLACKTOP ROAD LEADING SOUTH, 45.5
 AV0196'FT (13.9 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 1.5 FT (0.5 M)
 AV0196'NORTH FROM A MESH WIRE FENCE, 1.0 FT (0.3 M) NORTH FROM A METAL
 AV0196'WITNESS POST WITH SIGN ATTACHED, PROJECTING 2 INCHES ABOVE THE GROUND
 AV0196'SURFACE AND ABOUT LEVEL WITH THE HIGHWAY.
 AV0196
 AV0196                          STATION RECOVERY (2004)
 AV0196
 AV0196'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 AV0196'RECOVERED IN GOOD CONDITION.
 AV0196
 AV0196                          STATION RECOVERY (2005)
 AV0196
 AV0196'RECOVERY NOTE BY US POWER SQUADRON 2005 (CRB)
 AV0196'RECOVERED IN GOOD CONDITION.
 AV0196
 AV0196                          STATION RECOVERY (2006)
 AV0196
 AV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0196'1.0 METERS SOUTH OF AN I BOLT.
 AV0196
 AV0196                          STATION RECOVERY (2006)
 AV0196
 AV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0196'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 56 24.28492(N)    090 19 29.10957(W)     ADJUSTED  
 DH3214* NAVD 88     -         8.33   (meters)      27.3    (feet)  GPS OBS(2006.81)
 DH3214  **This station is located in a suspected subsidence area (see below).
 DH3214  ___________________________________________________________________
 DH3214  EPOCH DATE  -        2002.00
 DH3214  X           -     -31,352.729 (meters)                     COMP
 DH3214  Y           -  -5,531,470.651 (meters)                     COMP
 DH3214  Z           -   3,164,610.751 (meters)                     COMP
 DH3214  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DH3214  ELLIP HEIGHT-         -17.653 (meters)          (03/12/08) ADJUSTED
 DH3214  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DH3214
 DH3214  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3214  Type    PID    Designation                      North   East  Ellip
 DH3214  -------------------------------------------------------------------
 DH3214  NETWORK DH3214 5720+98.12=PLMS 597               1.25   1.16   2.00
 DH3214  -------------------------------------------------------------------
 DH3214  ELLP ORDER  -  THIRD     CLASS I
 DH3214
 DH3214.The horizontal coordinates were established by GPS observations
 DH3214.and adjusted by the National Geodetic Survey in February 2007.
 DH3214
 DH3214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3214.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3214.The horizontal coordinates are valid at the epoch date displayed above.
 DH3214.The epoch date for horizontal control is a decimal equivalence
 DH3214.of Year/Month/Day.
 DH3214
 DH3214.The orthometric height was determined by GPS observations and a
 DH3214.high-resolution geoid model.
 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 any height that may have been
 DH3214 ** previously 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
 DH3214.Photographs are available for this station.
 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     -   160,053.052 1,097,364.174   MT  0.99992630   +0 30 15.5
 DH3214;SPC LA S     -   525,107.39  3,600,268.96   sFT  0.99992630   +0 30 15.5
 DH3214;UTM  15      - 3,315,155.825   758,223.710   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  ELLIP H (02/10/07)  -17.647  (m)                       GP(       )    
 DH3214  NAD 83(1992)-  29 56 24.28502(N)    090 19 29.10953(W) AD(       ) B
 DH3214  ELLIP H (05/09/05)  -17.642  (m)                       GP(       ) 4 2
 DH3214
 DH3214.Superseded values are not recommended for survey control.
 DH3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3214.See file dsdata.txt to determine how the superseded data were derived.
 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 1981
 DH3214_MARK LOGO: USE   
 DH3214_PROJECTION: RECESSED 3 CENTIMETERS
 DH3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 19, 2006
 DH3214
 DH3214  HISTORY     - Date     Condition        Report By
 DH3214  HISTORY     - UNK      MONUMENTED       USACE
 DH3214  HISTORY     - 20030107 GOOD             3001
 DH3214  HISTORY     - 20060419 GOOD             NGS
 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
 DH3214
 DH3214                          STATION RECOVERY (2006)
 DH3214
 DH3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DH3214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0243  **This station is located in a suspected subsidence area (see below).
 AV0243  ___________________________________________________________________
 AV0243  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0243  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0243 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0243 ** and geoid heights are valid at the date of observation. These heights
 AV0243 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0616  **This station is located in a suspected subsidence area (see below).
 AV0616  ___________________________________________________________________
 AV0616  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0616  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0616 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0616 ** and geoid heights are valid at the date of observation. These heights
 AV0616 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20070115 MARK NOT FOUND   TENMAR
 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.
 BK1340
 BK1340                          STATION RECOVERY (2007)
 BK1340
 BK1340'RECOVERY NOTE BY TENTH MARINES SURVEY 2007 (WLD)
 BK1340'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 BK1340' 
 BK1340'THE TIN BUILDING IN THE 1972 DESCRIPTION HAS BEEN REMOVED.  MEASURED
 BK1340'THE DISTANCE FROM THE CENTERLINE OF HWY 10 AND FROM TEH CORNER OF THE
 BK1340'ONLY FENCE IN THE AREA.  FENCE USED IS A WOODEN POST WITH WIRE AND
 BK1340'APPEARS TO BE NEWER THAN 1972.  A TEAM SEARCHED THE AREA BUT COULD NOT
 BK1340'LOCATE THE STATION AFTER PROBING WITH SHOVELS AND USING A MAGNETIC
 BK1340'LOCATOR.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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  HISTORY     - 20070115 POOR             TENMAR
 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.
 BK1341
 BK1341                          STATION RECOVERY (2007)
 BK1341
 BK1341'RECOVERY NOTE BY TENTH MARINES SURVEY 2007 (WLD)
 BK1341'DESCRIBED BY 10TH MARINE REGIMENT, SURVEY
 BK1341' 
 BK1341'TO LOCATE THE STATION FROM THE INTERSECTION OF RT 10 AND TOWER ROAD,
 BK1341'PROCEED WEST ON RT 10 FOR 1.1 MILES TO THE STATION ON THE RIGHT/SOUTH
 BK1341'SIDE OF THE ROAD EAST OF GRACE BAPTIST CHURCH.  THE STATION IS LOCATED
 BK1341'18.7 METERS FROM THE CENTERLINE OF RT 10.  IT IS ALSO 11.4 METERS AT A
 BK1341'MAGNETIC AZIMUTH OF 4210 MILS FROM CABLE BOX 4B20R6 AND 29.2 METERS AT
 BK1341'A MAGNETIC AZIMUTH OF 0910 MILS FROM A LIGHT POLE.
 BK1341' 
 BK1341'THE STATION IS A BRONZE USCGS DISK WITH LA DEPT OF HIGHWAYS CAST IN
 BK1341'THE MARK.  IT IS SET IN A 25CM DIAMETER CONCRETE MONUMENT SET 6CM
 BK1341'ABOVE THE GROUND.  THE DISK IS STAMPED '58 V 32 1972'.
 BK1341' 
 BK1341'THE MARK HAS BEEN DISTURBED AND IS NOW LEANING TOWARDS THE WEST.
 BK1341' 
 BK1341'A MILITARY PPS GPS RECIEVER WAS USED TO DETERMINE A MORE PRECISE
 BK1341'LOCATION , 15RVQ9310125643
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BK1346+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2007
 BK1346
 BK1346  HISTORY     - Date     Condition        Report By
 BK1346  HISTORY     - 1972     MONUMENTED       LADTD
 BK1346  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BK1346  HISTORY     - 20071227 GOOD             GEOCAC
 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.
 BK1346
 BK1346                          STATION RECOVERY (2007)
 BK1346
 BK1346'RECOVERY NOTE BY GEOCACHING 2007 (JMT)
 BK1346'CREOSOTE TIMBER BRIDGE REFERENCED IN ORIGINAL STATION DESCRIPTION HAS
 BK1346'BEEN REPLACED BY A CONCRETE BRIDGE THEREFORE REMARK SHOULD BE CHANGED
 BK1346'AS FOLLOWS. 0.3 MILES SOUTHWEST OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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  HISTORY     - 20071221 GOOD             GEOCAC
 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.
 BK1347
 BK1347                          STATION RECOVERY (2007)
 BK1347
 BK1347'RECOVERY NOTE BY GEOCACHING 2007 (JMT)
 BK1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2064+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2007
 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  HISTORY     - 20070622 GOOD             MAEC
 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.
 BX2064
 BX2064                          STATION RECOVERY (2007)
 BX2064
 BX2064'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BX2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 SUITABLE FOR
 BK3384+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BK3384
 BK3384  HISTORY     - Date     Condition        Report By
 BK3384  HISTORY     - 1987     MONUMENTED       LADTD
 BK3384  HISTORY     - 20010331 GOOD             NGS
 BK3384  HISTORY     - 20011125 GOOD             USPSQD
 BK3384  HISTORY     - 20060427 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.
 BK3384
 BK3384                          STATION RECOVERY (2006)
 BK3384
 BK3384'RECOVERY NOTE BY US POWER SQUADRON 2006 (CHN)
 BK3384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 - June 24, 2007
 AF8362
 AF8362  HISTORY     - Date     Condition        Report By
 AF8362  HISTORY     - 1992     MONUMENTED       LADTD
 AF8362  HISTORY     - 20010331 GOOD             NGS
 AF8362  HISTORY     - 20070624 GOOD             MAEC
 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.
 AF8362
 AF8362                          STATION RECOVERY (2007)
 AF8362
 AF8362'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AF8362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 - June 22, 2007
 AF8364
 AF8364  HISTORY     - Date     Condition        Report By
 AF8364  HISTORY     - 1992     MONUMENTED       LADTD
 AF8364  HISTORY     - 20010331 GOOD             NGS
 AF8364  HISTORY     - 20070622 GOOD             MAEC
 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.
 AF8364
 AF8364                          STATION RECOVERY (2007)
 AF8364
 AF8364'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AF8364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3325  **This station is located in a suspected subsidence area (see below).
 BJ3325  ___________________________________________________________________
 BJ3325  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 BJ3325  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BJ3325  DYNAMIC HT  -          57.4   (meters)     188.    (feet)  COMP
 BJ3325  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3325
 BJ3325  HORZ ORDER  -  SECOND
 BJ3325  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3325 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3325 ** and geoid heights are valid at the date of observation. These heights
 BJ3325 ** must always be validated when used as control.
 BJ3325 ** The orthometric height has not been validated since last determined
 BJ3325 ** by differential leveling and should not be used for control purposes.
 BJ3325 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3325 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3325 ** epoch indicated which incorporates improved geoid heights for the
 BJ3325 ** Southern Louisiana Subsidence area.
 BJ3325 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3325.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3326  **This station is located in a suspected subsidence area (see below).
 BJ3326  ___________________________________________________________________
 BJ3326  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BJ3326  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BJ3326  DYNAMIC HT  -          62.1   (meters)     204.    (feet)  COMP
 BJ3326  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BJ3326
 BJ3326  HORZ ORDER  -  SECOND
 BJ3326  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3326 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3326 ** and geoid heights are valid at the date of observation. These heights
 BJ3326 ** must always be validated when used as control.
 BJ3326 ** The orthometric height has not been validated since last determined
 BJ3326 ** by differential leveling and should not be used for control purposes.
 BJ3326 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3326 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3326 ** epoch indicated which incorporates improved geoid heights for the
 BJ3326 ** Southern Louisiana Subsidence area.
 BJ3326 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3326.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3327  **This station is located in a suspected subsidence area (see below).
 BJ3327  ___________________________________________________________________
 BJ3327  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BJ3327  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BJ3327  DYNAMIC HT  -          61.3   (meters)     201.    (feet)  COMP
 BJ3327  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ3327
 BJ3327  HORZ ORDER  -  SECOND
 BJ3327  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3327 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3327 ** and geoid heights are valid at the date of observation. These heights
 BJ3327 ** must always be validated when used as control.
 BJ3327 ** The orthometric height has not been validated since last determined
 BJ3327 ** by differential leveling and should not be used for control purposes.
 BJ3327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3327 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3327 ** epoch indicated which incorporates improved geoid heights for the
 BJ3327 ** Southern Louisiana Subsidence area.
 BJ3327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3327.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3328  **This station is located in a suspected subsidence area (see below).
 BJ3328  ___________________________________________________________________
 BJ3328  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 BJ3328  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3328  DYNAMIC HT  -          68.9   (meters)     226.    (feet)  COMP
 BJ3328  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ3328
 BJ3328  HORZ ORDER  -  SECOND
 BJ3328  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3328 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3328 ** and geoid heights are valid at the date of observation. These heights
 BJ3328 ** must always be validated when used as control.
 BJ3328 ** The orthometric height has not been validated since last determined
 BJ3328 ** by differential leveling and should not be used for control purposes.
 BJ3328 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3328 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3328 ** epoch indicated which incorporates improved geoid heights for the
 BJ3328 ** Southern Louisiana Subsidence area.
 BJ3328 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3328.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3329  **This station is located in a suspected subsidence area (see below).
 BJ3329  ___________________________________________________________________
 BJ3329  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ3329  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3329  DYNAMIC HT  -          66.0   (meters)     217.    (feet)  COMP
 BJ3329  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3329
 BJ3329  HORZ ORDER  -  SECOND
 BJ3329  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3329 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3329 ** and geoid heights are valid at the date of observation. These heights
 BJ3329 ** must always be validated when used as control.
 BJ3329 ** The orthometric height has not been validated since last determined
 BJ3329 ** by differential leveling and should not be used for control purposes.
 BJ3329 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3329 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3329 ** epoch indicated which incorporates improved geoid heights for the
 BJ3329 ** Southern Louisiana Subsidence area.
 BJ3329 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3329.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3330  **This station is located in a suspected subsidence area (see below).
 BJ3330  ___________________________________________________________________
 BJ3330  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ3330  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3330  DYNAMIC HT  -          71.0   (meters)     233.    (feet)  COMP
 BJ3330  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3330
 BJ3330  HORZ ORDER  -  SECOND
 BJ3330  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3330 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3330 ** and geoid heights are valid at the date of observation. These heights
 BJ3330 ** must always be validated when used as control.
 BJ3330 ** The orthometric height has not been validated since last determined
 BJ3330 ** by differential leveling and should not be used for control purposes.
 BJ3330 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3330 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3330 ** epoch indicated which incorporates improved geoid heights for the
 BJ3330 ** Southern Louisiana Subsidence area.
 BJ3330 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3330.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3331  **This station is located in a suspected subsidence area (see below).
 BJ3331  ___________________________________________________________________
 BJ3331  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BJ3331  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3331  DYNAMIC HT  -          66.3   (meters)     218.    (feet)  COMP
 BJ3331  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ3331
 BJ3331  HORZ ORDER  -  SECOND
 BJ3331  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3331 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3331 ** and geoid heights are valid at the date of observation. These heights
 BJ3331 ** must always be validated when used as control.
 BJ3331 ** The orthometric height has not been validated since last determined
 BJ3331 ** by differential leveling and should not be used for control purposes.
 BJ3331 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3331 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3331 ** epoch indicated which incorporates improved geoid heights for the
 BJ3331 ** Southern Louisiana Subsidence area.
 BJ3331 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3331.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3332  **This station is located in a suspected subsidence area (see below).
 BJ3332  ___________________________________________________________________
 BJ3332  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3332  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3332  DYNAMIC HT  -          47.4   (meters)     156.    (feet)  COMP
 BJ3332  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ3332
 BJ3332  HORZ ORDER  -  SECOND
 BJ3332  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3332 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3332 ** and geoid heights are valid at the date of observation. These heights
 BJ3332 ** must always be validated when used as control.
 BJ3332 ** The orthometric height has not been validated since last determined
 BJ3332 ** by differential leveling and should not be used for control purposes.
 BJ3332 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3332 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3332 ** epoch indicated which incorporates improved geoid heights for the
 BJ3332 ** Southern Louisiana Subsidence area.
 BJ3332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3332.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3333  **This station is located in a suspected subsidence area (see below).
 BJ3333  ___________________________________________________________________
 BJ3333  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3333  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3333  DYNAMIC HT  -          55.6   (meters)     182.    (feet)  COMP
 BJ3333  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 BJ3333
 BJ3333  HORZ ORDER  -  SECOND
 BJ3333  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3333 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3333 ** and geoid heights are valid at the date of observation. These heights
 BJ3333 ** must always be validated when used as control.
 BJ3333 ** The orthometric height has not been validated since last determined
 BJ3333 ** by differential leveling and should not be used for control purposes.
 BJ3333 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3333 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3333 ** epoch indicated which incorporates improved geoid heights for the
 BJ3333 ** Southern Louisiana Subsidence area.
 BJ3333 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3333.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3334  **This station is located in a suspected subsidence area (see below).
 BJ3334  ___________________________________________________________________
 BJ3334  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3334  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3334  DYNAMIC HT  -          66.5   (meters)     218.    (feet)  COMP
 BJ3334  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BJ3334
 BJ3334  HORZ ORDER  -  SECOND
 BJ3334  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3334 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3334 ** and geoid heights are valid at the date of observation. These heights
 BJ3334 ** must always be validated when used as control.
 BJ3334 ** The orthometric height has not been validated since last determined
 BJ3334 ** by differential leveling and should not be used for control purposes.
 BJ3334 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3334 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3334 ** epoch indicated which incorporates improved geoid heights for the
 BJ3334 ** Southern Louisiana Subsidence area.
 BJ3334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3334.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3335  **This station is located in a suspected subsidence area (see below).
 BJ3335  ___________________________________________________________________
 BJ3335  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3335  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3335  DYNAMIC HT  -          67.2   (meters)     220.    (feet)  COMP
 BJ3335  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 BJ3335
 BJ3335  HORZ ORDER  -  SECOND
 BJ3335  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3335 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3335 ** and geoid heights are valid at the date of observation. These heights
 BJ3335 ** must always be validated when used as control.
 BJ3335 ** The orthometric height has not been validated since last determined
 BJ3335 ** by differential leveling and should not be used for control purposes.
 BJ3335 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3335 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3335 ** epoch indicated which incorporates improved geoid heights for the
 BJ3335 ** Southern Louisiana Subsidence area.
 BJ3335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3335.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3336  **This station is located in a suspected subsidence area (see below).
 BJ3336  ___________________________________________________________________
 BJ3336  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ3336  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BJ3336  DYNAMIC HT  -          59.9   (meters)     197.    (feet)  COMP
 BJ3336  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 BJ3336
 BJ3336  HORZ ORDER  -  SECOND
 BJ3336  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3336 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3336 ** and geoid heights are valid at the date of observation. These heights
 BJ3336 ** must always be validated when used as control.
 BJ3336 ** The orthometric height has not been validated since last determined
 BJ3336 ** by differential leveling and should not be used for control purposes.
 BJ3336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3336 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3336 ** epoch indicated which incorporates improved geoid heights for the
 BJ3336 ** Southern Louisiana Subsidence area.
 BJ3336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3336.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3337  **This station is located in a suspected subsidence area (see below).
 BJ3337  ___________________________________________________________________
 BJ3337  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 BJ3337  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3337  DYNAMIC HT  -          46.0   (meters)     151.    (feet)  COMP
 BJ3337  MODELED GRAV-     979,340.9   (mgal)                       NAVD 88
 BJ3337
 BJ3337  HORZ ORDER  -  SECOND
 BJ3337  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3337 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3337 ** and geoid heights are valid at the date of observation. These heights
 BJ3337 ** must always be validated when used as control.
 BJ3337 ** The orthometric height has not been validated since last determined
 BJ3337 ** by differential leveling and should not be used for control purposes.
 BJ3337 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3337 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3337 ** epoch indicated which incorporates improved geoid heights for the
 BJ3337 ** Southern Louisiana Subsidence area.
 BJ3337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3337.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3338  **This station is located in a suspected subsidence area (see below).
 BJ3338  ___________________________________________________________________
 BJ3338  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BJ3338  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3338  DYNAMIC HT  -          45.6   (meters)     150.    (feet)  COMP
 BJ3338  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 BJ3338
 BJ3338  HORZ ORDER  -  SECOND
 BJ3338  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3338 ** and geoid heights are valid at the date of observation. These heights
 BJ3338 ** must always be validated when used as control.
 BJ3338 ** The orthometric height has not been validated since last determined
 BJ3338 ** by differential leveling and should not be used for control purposes.
 BJ3338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3338 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3338 ** epoch indicated which incorporates improved geoid heights for the
 BJ3338 ** Southern Louisiana Subsidence area.
 BJ3338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3338.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3339  **This station is located in a suspected subsidence area (see below).
 BJ3339  ___________________________________________________________________
 BJ3339  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 BJ3339  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BJ3339  DYNAMIC HT  -          45.6   (meters)     150.    (feet)  COMP
 BJ3339  MODELED GRAV-     979,341.3   (mgal)                       NAVD 88
 BJ3339
 BJ3339  HORZ ORDER  -  SECOND
 BJ3339  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3339 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3339 ** and geoid heights are valid at the date of observation. These heights
 BJ3339 ** must always be validated when used as control.
 BJ3339 ** The orthometric height has not been validated since last determined
 BJ3339 ** by differential leveling and should not be used for control purposes.
 BJ3339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3339 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3339 ** epoch indicated which incorporates improved geoid heights for the
 BJ3339 ** Southern Louisiana Subsidence area.
 BJ3339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3339.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3342  **This station is located in a suspected subsidence area (see below).
 BJ3342  ___________________________________________________________________
 BJ3342  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BJ3342  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ3342  DYNAMIC HT  -          52.5   (meters)     172.    (feet)  COMP
 BJ3342  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BJ3342
 BJ3342  HORZ ORDER  -  SECOND
 BJ3342  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3342 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3342 ** and geoid heights are valid at the date of observation. These heights
 BJ3342 ** must always be validated when used as control.
 BJ3342 ** The orthometric height has not been validated since last determined
 BJ3342 ** by differential leveling and should not be used for control purposes.
 BJ3342 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3342 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3342 ** epoch indicated which incorporates improved geoid heights for the
 BJ3342 ** Southern Louisiana Subsidence area.
 BJ3342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3342.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3343  **This station is located in a suspected subsidence area (see below).
 BJ3343  ___________________________________________________________________
 BJ3343  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 BJ3343  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BJ3343  DYNAMIC HT  -          71.0   (meters)     233.    (feet)  COMP
 BJ3343  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BJ3343
 BJ3343  HORZ ORDER  -  SECOND
 BJ3343  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3343 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3343 ** and geoid heights are valid at the date of observation. These heights
 BJ3343 ** must always be validated when used as control.
 BJ3343 ** The orthometric height has not been validated since last determined
 BJ3343 ** by differential leveling and should not be used for control purposes.
 BJ3343 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3343 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3343 ** epoch indicated which incorporates improved geoid heights for the
 BJ3343 ** Southern Louisiana Subsidence area.
 BJ3343 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3343.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3350  **This station is located in a suspected subsidence area (see below).
 BJ3350  ___________________________________________________________________
 BJ3350  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 BJ3350  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3350  DYNAMIC HT  -          68.7   (meters)     225.    (feet)  COMP
 BJ3350  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BJ3350
 BJ3350  HORZ ORDER  -  SECOND
 BJ3350  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3350 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3350 ** and geoid heights are valid at the date of observation. These heights
 BJ3350 ** must always be validated when used as control.
 BJ3350 ** The orthometric height has not been validated since last determined
 BJ3350 ** by differential leveling and should not be used for control purposes.
 BJ3350 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3350 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3350 ** epoch indicated which incorporates improved geoid heights for the
 BJ3350 ** Southern Louisiana Subsidence area.
 BJ3350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3350.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3351  **This station is located in a suspected subsidence area (see below).
 BJ3351  ___________________________________________________________________
 BJ3351  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3351  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BJ3351  DYNAMIC HT  -          67.8   (meters)     222.    (feet)  COMP
 BJ3351  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3351
 BJ3351  HORZ ORDER  -  SECOND
 BJ3351  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3351 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3351 ** and geoid heights are valid at the date of observation. These heights
 BJ3351 ** must always be validated when used as control.
 BJ3351 ** The orthometric height has not been validated since last determined
 BJ3351 ** by differential leveling and should not be used for control purposes.
 BJ3351 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3351 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3351 ** epoch indicated which incorporates improved geoid heights for the
 BJ3351 ** Southern Louisiana Subsidence area.
 BJ3351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3351.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3344  **This station is located in a suspected subsidence area (see below).
 BJ3344  ___________________________________________________________________
 BJ3344  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 BJ3344  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BJ3344  DYNAMIC HT  -          73.7   (meters)     242.    (feet)  COMP
 BJ3344  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 BJ3344
 BJ3344  HORZ ORDER  -  SECOND
 BJ3344  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3344 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3344 ** and geoid heights are valid at the date of observation. These heights
 BJ3344 ** must always be validated when used as control.
 BJ3344 ** The orthometric height has not been validated since last determined
 BJ3344 ** by differential leveling and should not be used for control purposes.
 BJ3344 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3344 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3344 ** epoch indicated which incorporates improved geoid heights for the
 BJ3344 ** Southern Louisiana Subsidence area.
 BJ3344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3344.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3345  **This station is located in a suspected subsidence area (see below).
 BJ3345  ___________________________________________________________________
 BJ3345  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BJ3345  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3345  DYNAMIC HT  -          71.8   (meters)     236.    (feet)  COMP
 BJ3345  MODELED GRAV-     979,342.8   (mgal)                       NAVD 88
 BJ3345
 BJ3345  HORZ ORDER  -  SECOND
 BJ3345  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3345 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3345 ** and geoid heights are valid at the date of observation. These heights
 BJ3345 ** must always be validated when used as control.
 BJ3345 ** The orthometric height has not been validated since last determined
 BJ3345 ** by differential leveling and should not be used for control purposes.
 BJ3345 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3345 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3345 ** epoch indicated which incorporates improved geoid heights for the
 BJ3345 ** Southern Louisiana Subsidence area.
 BJ3345 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3345.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2550+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 BK2550
 BK2550  HISTORY     - Date     Condition        Report By
 BK2550  HISTORY     - 1984     MONUMENTED       LADTD
 BK2550  HISTORY     - 19861231 GOOD             LADTD
 BK2550  HISTORY     - 20011125 GOOD             USPSQD
 BK2550  HISTORY     - 20061128 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.
 BK2550
 BK2550                          STATION RECOVERY (2006)
 BK2550
 BK2550'RECOVERY NOTE BY US POWER SQUADRON 2006 (CHN)
 BK2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 - April 27, 2006
 BK3385
 BK3385  HISTORY     - Date     Condition        Report By
 BK3385  HISTORY     - 1987     MONUMENTED       LADTD
 BK3385  HISTORY     - 20011125 GOOD             USPSQD
 BK3385  HISTORY     - 20041027 GOOD             USPSQD
 BK3385  HISTORY     - 20060427 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.
 BK3385
 BK3385                          STATION RECOVERY (2006)
 BK3385
 BK3385'RECOVERY NOTE BY US POWER SQUADRON 2006 (CHN)
 BK3385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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           -    -303,701.837 (meters)                     COMP
 CQ1423  Y           -  -5,354,144.954 (meters)                     COMP
 CQ1423  Z           -   3,441,271.416 (meters)                     COMP
 CQ1423  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CQ1423  ELLIP HEIGHT-          49.482 (meters)          (02/21/02) ADJUSTED
 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 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)   49.520  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080717 GOOD             GEOCAC
 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.
 CQ3037
 CQ3037                          STATION RECOVERY (2008)
 CQ3037
 CQ3037'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080820 POOR             GEOCAC
 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.
 CQ3058
 CQ3058                          STATION RECOVERY (2008)
 CQ3058
 CQ3058'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3058'THE SURFACE DISK APPEARS TO BE MISSING. THE DISK STEM AND CONCRETE
 CQ3058'THAT THE DISK WAS ORIGINALLY SET IN, ARE STILL IN PLACE. MEASUREMENTS
 CQ3058'MAY POSSIBLY BE ABLE TO BE DETERMINED FROM THIS.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0475  **This station is located in a suspected subsidence area (see below).
 BJ0475  ___________________________________________________________________
 BJ0475  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BJ0475  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BJ0475  DYNAMIC HT  -          35.1   (meters)     115.    (feet)  COMP
 BJ0475  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BJ0475
 BJ0475  HORZ ORDER  -  SECOND
 BJ0475  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0475 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0475 ** and geoid heights are valid at the date of observation. These heights
 BJ0475 ** must always be validated when used as control.
 BJ0475 ** The orthometric height has not been validated since last determined
 BJ0475 ** by differential leveling and should not be used for control purposes.
 BJ0475 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0475 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0475 ** epoch indicated which incorporates improved geoid heights for the
 BJ0475 ** Southern Louisiana Subsidence area.
 BJ0475 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0475.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20080710 POOR             GEOCAC
 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.
 CQ2994
 CQ2994                          STATION RECOVERY (2008)
 CQ2994
 CQ2994'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2994'MARK IS NOW UNDERNEATH ASPHALT USED TO PATCH THE ROAD WHERE MARK IS
 CQ2994'LOCATED. COULD HAVE POSSIBLY BEEN REMOVED PRIOR TO PATCHING BY THE
 CQ2994'HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20080710 GOOD             GEOCAC
 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.
 AE8821
 AE8821                          STATION RECOVERY (2008)
 AE8821
 AE8821'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 AE8821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 14 34.92705(N)    093 16 48.41941(W)     ADJUSTED  
 CQ3339* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 CQ3339  ___________________________________________________________________
 CQ3339  EPOCH DATE  -        2002.00
 CQ3339  X           -    -308,962.021 (meters)                     COMP
 CQ3339  Y           -  -5,390,929.350 (meters)                     COMP
 CQ3339  Z           -   3,383,285.631 (meters)                     COMP
 CQ3339  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3339  ELLIP HEIGHT-          55.710 (meters)          (02/10/07) ADJUSTED
 CQ3339  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CQ3339
 CQ3339  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3339  Type    PID    Designation                      North   East  Ellip
 CQ3339  -------------------------------------------------------------------
 CQ3339  NETWORK CQ3339 7 V 1                             0.45   0.43   1.47
 CQ3339  -------------------------------------------------------------------
 CQ3339
 CQ3339.The horizontal coordinates were established by GPS observations
 CQ3339.and adjusted by the National Geodetic Survey in February 2007.
 CQ3339
 CQ3339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3339.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3339.The epoch date for horizontal control is a decimal equivalence
 CQ3339.of Year/Month/Day.
 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     -   193,524.845   926,485.171   MT  0.99993080   -0 24 44.8
 CQ3339;SPC LA N     -   634,922.76  3,039,643.43   sFT  0.99993080   -0 24 44.8
 CQ3339;UTM  15      - 3,567,409.254   473,611.483   MT  0.99960859   -0 08 58.0
 CQ3339
 CQ3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3339!SPC LA N     -   0.99999125  x   0.99993080  =   0.99992205
 CQ3339!UTM  15      -   0.99999125  x   0.99960859  =   0.99959985
 CQ3339
 CQ3339                          SUPERSEDED SURVEY CONTROL
 CQ3339
 CQ3339  ELLIP H (05/01/00)   55.684  (m)                       GP(       ) 3 1
 CQ3339  ELLIP H (05/09/94)   55.825  (m)                       GP(       ) 4 2
 CQ3339  NAD 83(1992)-  32 14 34.94162(N)    093 16 48.41025(W) AD(       ) 1
 CQ3339  NAD 83(1992)-  32 14 34.92635(N)    093 16 48.41897(W) AD(       ) B
 CQ3339  ELLIP H (09/10/92)   55.825  (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 = MARCH 13, 2009
 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 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  HISTORY     - 20080726 GOOD             GEOCAC
 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.
 AF8360
 AF8360                          STATION RECOVERY (2008)
 AF8360
 AF8360'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 AF8360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3190 ***********************************************************************
 DH3190  HT_MOD      -  This is a 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(2007)-  29 54 28.01206(N)    090 07 44.18458(W)     ADJUSTED  
 DH3190* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3190  **This station is located in a suspected subsidence area (see below).
 DH3190  ___________________________________________________________________
 DH3190  EPOCH DATE  -        2002.00
 DH3190  X           -     -12,452.397 (meters)                     COMP
 DH3190  Y           -  -5,533,330.797 (meters)                     COMP
 DH3190  Z           -   3,161,507.371 (meters)                     COMP
 DH3190  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH3190  ELLIP HEIGHT-         -18.472 (meters)          (02/10/07) ADJUSTED
 DH3190  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DH3190
 DH3190  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3190  Type    PID    Designation                      North   East  Ellip
 DH3190  -------------------------------------------------------------------
 DH3190  NETWORK DH3190 738+62.79=WJLD 666A               0.82   0.73   1.51
 DH3190  -------------------------------------------------------------------
 DH3190
 DH3190.The horizontal coordinates were established by GPS observations
 DH3190.and adjusted by the National Geodetic Survey in February 2007.
 DH3190
 DH3190.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3190.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3190.The horizontal coordinates are valid at the epoch date displayed above.
 DH3190.The epoch date for horizontal control is a decimal equivalence
 DH3190.of Year/Month/Day.
 DH3190
 DH3190.The orthometric height was determined by GPS observations and a
 DH3190.high-resolution geoid model.
 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 has not been validated since last determined
 DH3190 ** by differential leveling and should not be used for control purposes.
 DH3190 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   156,655.769 1,116,304.084   MT  0.99992706   +0 36 08.0
 DH3190;SPC LA S     -   513,961.47  3,662,407.65   sFT  0.99992706   +0 36 08.0
 DH3190;UTM  15      - 3,312,031.828   777,221.495   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  NAD 83(1992)-  29 54 28.01218(N)    090 07 44.18450(W) AD(       ) B
 DH3190  ELLIP H (05/09/05)  -18.467  (m)                       GP(       ) 4 2
 DH3190
 DH3190.Superseded values are not recommended for survey control.
 DH3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3190.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CQ2999+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 CQ2999
 CQ2999  HISTORY     - Date     Condition        Report By
 CQ2999  HISTORY     - 1966     MONUMENTED       LADH
 CQ2999  HISTORY     - 1970     GOOD             USAF
 CQ2999  HISTORY     - 20080717 GOOD             GEOCAC
 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.
 CQ2999
 CQ2999                          STATION RECOVERY (2008)
 CQ2999
 CQ2999'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU0092 ***********************************************************************
 AU0092  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0092  DESIGNATION -  86 EABPL
 AU0092  PID         -  AU0092
 AU0092  STATE/COUNTY-  LA/ST MARTIN
 AU0092  USGS QUAD   -  NAPOLEONVILLE SW (1980)
 AU0092
 AU0092                         *CURRENT SURVEY CONTROL
 AU0092  ___________________________________________________________________
 AU0092* NAD 83(2007)-  29 46 22.52606(N)    091 10 36.97894(W)     ADJUSTED  
 AU0092* NAVD 88     -         3.58   (meters)      11.7    (feet)  GPS OBS(2006.81)
 AU0092  **This station is located in a suspected subsidence area (see below).
 AU0092  ___________________________________________________________________
 AU0092  EPOCH DATE  -        2002.00
 AU0092  X           -    -113,807.670 (meters)                     COMP
 AU0092  Y           -  -5,539,611.039 (meters)                     COMP
 AU0092  Z           -   3,148,538.708 (meters)                     COMP
 AU0092  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU0092  ELLIP HEIGHT-         -22.114 (meters)          (03/12/08) ADJUSTED
 AU0092  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AU0092  HORZ ORDER  -  A
 AU0092  ELLP ORDER  -  THIRD     CLASS I
 AU0092
 AU0092.The horizontal coordinates were established by GPS observations
 AU0092.and adjusted by the National Geodetic Survey in March 2008.
 AU0092
 AU0092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0092.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0092.The horizontal coordinates are valid at the epoch date displayed above.
 AU0092.The epoch date for horizontal control is a decimal equivalence
 AU0092.of Year/Month/Day.
 AU0092
 AU0092.The orthometric height was determined by GPS observations and a
 AU0092.high-resolution geoid model.
 AU0092 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0092 ** and geoid heights are valid at the date of observation. These heights
 AU0092 ** must always be validated when used as control.
 AU0092 ** The orthometric height was determined by GPS observations using
 AU0092 ** precise GPS observation and processing techniques and a new
 AU0092 ** realization of GEOID03. It supersedes any height that may have been
 AU0092 ** previously determined for this station.
 AU0092 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0092 ** epoch indicated which incorporates improved geoid heights for the
 AU0092 ** Southern Louisiana Subsidence area.
 AU0092 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0092
 AU0092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0092
 AU0092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0092
 AU0092.The ellipsoidal height was determined by GPS observations
 AU0092.and is referenced to NAD 83.
 AU0092
 AU0092.The geoid height was determined by GEOID03.
 AU0092
 AU0092;                    North         East     Units Scale Factor Converg.
 AU0092;SPC LA S     -   141,107.030 1,015,123.174   MT  0.99993361   +0 04 41.5
 AU0092;SPC LA S     -   462,948.65  3,330,449.95   sFT  0.99993361   +0 04 41.5
 AU0092;UTM  15      - 3,295,016.531   676,244.162   MT  0.99998326   +0 54 19.8
 AU0092
 AU0092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0092!SPC LA S     -   1.00000347  x   0.99993361  =   0.99993708
 AU0092!UTM  15      -   1.00000347  x   0.99998326  =   0.99998673
 AU0092
 AU0092                          SUPERSEDED SURVEY CONTROL
 AU0092
 AU0092  NGVD 29 (??/??/??)    3.913  (m)           12.84   (f) ADJUSTED    1 1
 AU0092
 AU0092.Superseded values are not recommended for survey control.
 AU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0092.See file dsdata.txt to determine how the superseded data were derived.
 AU0092
 AU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN7624495017(NAD 83)
 AU0092_MARKER: DD = SURVEY DISK
 AU0092_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AU0092_SP_SET: 116 FT 1-INCH IRON PIPE
 AU0092_STAMPING: PBM 86 EABPL 1976 USE
 AU0092_MARK LOGO: USE   
 AU0092_PROJECTION: PROJECTING 33 CENTIMETERS
 AU0092_MAGNETIC: P = MARKER IS A STEEL PIPE
 AU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU0092+STABILITY: SURFACE MOTION
 AU0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0092+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 AU0092
 AU0092  HISTORY     - Date     Condition        Report By
 AU0092  HISTORY     - 1976     MONUMENTED       USE
 AU0092  HISTORY     - 1976     GOOD             NGS
 AU0092  HISTORY     - 20060504 GOOD             NGS
 AU0092
 AU0092                          STATION DESCRIPTION
 AU0092
 AU0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AU0092'10.4 MI SOUTH FROM BELLE RIVER.
 AU0092'10.4 MILES SOUTH ALONG STATE HIGHWAY 70 FROM THE DRAWBRIDGE OVER
 AU0092'BELLE RIVER, 45 FT WEST OF THE CENTER LINE OF THE HIGHWAY, 65 FT EAST
 AU0092'OF THE EAST LEVEE RETAINING WALL AT STATION NUMBER 2084+00,
 AU0092'29.5 FT NORTH OF THE EXTENDED CENTER LINE OF A SHELL ROAD LEADING
 AU0092'EAST WITH TWO IRON GATES, DISK IS SCREWED ON TIGHT TO A 1-INCH IRON
 AU0092'PIPE DRIVEN TO A DEPTH OF 116.00 FT ENCASED IN 2-INCH IRON PIPE BORED
 AU0092'TO A DEPTH OF 73.31 FT, ACCESS IS HAD THROUGH A 3-INCH SCREW CAP
 AU0092'WHICH PROJECTS 1.4 FT ABOVE GROUND, DISK PROJECTS 1.1 FT ABOVE GROUND
 AU0092
 AU0092                          STATION RECOVERY (2006)
 AU0092
 AU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0092'MARK RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  28 59 27.77093(N)    089 08 30.63904(W)     ADJUSTED  
 AH7269* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH7269  **This station is located in a suspected subsidence area (see below).
 AH7269  ___________________________________________________________________
 AH7269  EPOCH DATE  -        2002.00
 AH7269  X           -      83,621.544 (meters)                     COMP
 AH7269  Y           -  -5,582,672.906 (meters)                     COMP
 AH7269  Z           -   3,073,022.207 (meters)                     COMP
 AH7269  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AH7269  ELLIP HEIGHT-         -22.917 (meters)          (02/10/07) ADJUSTED
 AH7269  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AH7269
 AH7269  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH7269  Type    PID    Designation                      North   East  Ellip
 AH7269  -------------------------------------------------------------------
 AH7269  NETWORK AH7269 876 0551 T TIDAL                  0.35   0.31   1.02
 AH7269  -------------------------------------------------------------------
 AH7269
 AH7269.The horizontal coordinates were established by GPS observations
 AH7269.and adjusted by the National Geodetic Survey in February 2007.
 AH7269
 AH7269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH7269.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH7269.The horizontal coordinates are valid at the epoch date displayed above.
 AH7269.The epoch date for horizontal control is a decimal equivalence
 AH7269.of Year/Month/Day.
 AH7269
 AH7269.The orthometric height was determined by GPS observations and a
 AH7269.high-resolution geoid model.
 AH7269 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH7269 ** and geoid heights are valid at the date of observation. These heights
 AH7269 ** must always be validated when used as control.
 AH7269 ** The orthometric height has not been validated since last determined
 AH7269 ** by differential leveling and should not be used for control purposes.
 AH7269 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AH7269 ** The geoid height was determined by a new realization of GEOID03 for the
 AH7269 ** epoch indicated which incorporates improved geoid heights for the
 AH7269 ** Southern Louisiana Subsidence area.
 AH7269 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    56,474.834 1,213,558.719   MT  1.00007975   +1 05 44.8
 AH7269;SPC LA S     -   185,284.52  3,981,483.90   sFT  1.00007975   +1 05 44.8
 AH7269;UTM  16      - 3,208,884.580   291,340.595   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 27.77103(N)    089 08 30.63880(W) AD(       ) A
 AH7269  ELLIP H (06/20/00)  -22.917  (m)                       GP(       ) 3 1
 AH7269  NAD 83(1992)-  28 59 27.77093(N)    089 08 30.63847(W) AD(       ) B
 AH7269  ELLIP H (03/10/99)  -22.901  (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 = MARCH 13, 2009
 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(2007)-  28 59 22.70838(N)    089 08 31.68938(W)     NO CHECK  
 AB7222* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB7222  **This station is located in a suspected subsidence area (see below).
 AB7222  ___________________________________________________________________
 AB7222  EPOCH DATE  -        2002.00
 AB7222  X           -      83,594.242 (meters)                     COMP
 AB7222  Y           -  -5,582,748.541 (meters)                     COMP
 AB7222  Z           -   3,072,885.693 (meters)                     COMP
 AB7222  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB7222  ELLIP HEIGHT-         -23.287 (meters)          (02/10/07) NO CHECK
 AB7222  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 AB7222
 AB7222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7222  Type    PID    Designation                      North   East  Ellip
 AB7222  -------------------------------------------------------------------
 AB7222  NETWORK AB7222 876 0551 V TIDAL                  5.19   5.43  15.29
 AB7222  -------------------------------------------------------------------
 AB7222
 AB7222.The horizontal coordinates were established by GPS observations
 AB7222.and adjusted by the National Geodetic Survey in February 2007.
 AB7222
 AB7222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7222.No horizontal observational check was made to the station.
 AB7222.The horizontal coordinates are valid at the epoch date displayed above.
 AB7222.The epoch date for horizontal control is a decimal equivalence
 AB7222.of Year/Month/Day.
 AB7222
 AB7222.The orthometric height was determined by GPS observations and a
 AB7222.high-resolution geoid model.
 AB7222 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7222 ** and geoid heights are valid at the date of observation. These heights
 AB7222 ** must always be validated when used as control.
 AB7222 ** The orthometric height has not been validated since last determined
 AB7222 ** by differential leveling and should not be used for control purposes.
 AB7222 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AB7222 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7222 ** epoch indicated which incorporates improved geoid heights for the
 AB7222 ** Southern Louisiana Subsidence area.
 AB7222 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    56,318.442 1,213,533.271   MT  1.00008018   +1 05 44.3
 AB7222;SPC LA S     -   184,771.42  3,981,400.41   sFT  1.00008018   +1 05 44.3
 AB7222;UTM  16      - 3,208,729.235   291,309.339   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 (02/20/02)  -23.293  (m)                       GP(       ) 4 1
 AB7222  NAD 83(1992)-  28 59 22.70795(N)    089 08 31.68799(W) AD(       ) 1
 AB7222  ELLIP H (10/01/96)  -23.284  (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 = MARCH 13, 2009
 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(2007)-  29 10 49.61252(N)    089 15 24.95328(W)     ADJUSTED  
 AB7224* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB7224  **This station is located in a suspected subsidence area (see below).
 AB7224  ___________________________________________________________________
 AB7224  EPOCH DATE  -        2002.00
 AB7224  X           -      72,275.387 (meters)                     COMP
 AB7224  Y           -  -5,572,625.257 (meters)                     COMP
 AB7224  Z           -   3,091,367.227 (meters)                     COMP
 AB7224  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AB7224  ELLIP HEIGHT-         -23.337 (meters)          (02/10/07) ADJUSTED
 AB7224  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AB7224
 AB7224  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7224  Type    PID    Designation                      North   East  Ellip
 AB7224  -------------------------------------------------------------------
 AB7224  NETWORK AB7224 876 0721 D TIDAL                  1.80   1.76   4.80
 AB7224  -------------------------------------------------------------------
 AB7224
 AB7224.The horizontal coordinates were established by GPS observations
 AB7224.and adjusted by the National Geodetic Survey in February 2007.
 AB7224
 AB7224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7224.The horizontal coordinates are valid at the epoch date displayed above.
 AB7224.The epoch date for horizontal control is a decimal equivalence
 AB7224.of Year/Month/Day.
 AB7224
 AB7224.The orthometric height was determined by GPS observations and a
 AB7224.high-resolution geoid model.
 AB7224 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7224 ** and geoid heights are valid at the date of observation. These heights
 AB7224 ** must always be validated when used as control.
 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 more information.
 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
 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     -    77,256.248 1,201,964.429   MT  1.00002746   +1 02 17.6
 AB7224;SPC LA S     -   253,464.87  3,943,444.96   sFT  1.00002746   +1 02 17.6
 AB7224;UTM  16      - 3,230,086.198   280,527.917   MT  1.00019442   -1 06 03.0
 AB7224
 AB7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7224!SPC LA S     -   1.00000367  x   1.00002746  =   1.00003113
 AB7224!UTM  16      -   1.00000367  x   1.00019442  =   1.00019809
 AB7224
 AB7224                          SUPERSEDED SURVEY CONTROL
 AB7224
 AB7224  ELLIP H (02/20/02)  -23.249  (m)                       GP(       ) 4 1
 AB7224  NAD 83(1992)-  29 10 49.61191(N)    089 15 24.95170(W) AD(       ) 1
 AB7224  ELLIP H (10/01/96)  -23.189  (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 = MARCH 13, 2009
 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(2007)-  29 16 00.52781(N)    089 21 10.35558(W)     ADJUSTED  
 AT1390* NAVD 88     -         0.79   (meters)       2.6    (feet)  GPS OBS(2006.81)
 AT1390  **This station is located in a suspected subsidence area (see below).
 AT1390  ___________________________________________________________________
 AT1390  EPOCH DATE  -        2002.00
 AT1390  X           -      62,890.826 (meters)                     COMP
 AT1390  Y           -  -5,568,065.402 (meters)                     COMP
 AT1390  Z           -   3,099,721.586 (meters)                     COMP
 AT1390  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AT1390  ELLIP HEIGHT-         -23.121 (meters)          (03/12/08) ADJUSTED
 AT1390  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AT1390
 AT1390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT1390  Type    PID    Designation                      North   East  Ellip
 AT1390  -------------------------------------------------------------------
 AT1390  NETWORK AT1390 876 0849 A TIDAL                  0.49   0.43   1.20
 AT1390  -------------------------------------------------------------------
 AT1390  ELLP ORDER  -  THIRD     CLASS I
 AT1390
 AT1390.The horizontal coordinates were established by GPS observations
 AT1390.and adjusted by the National Geodetic Survey in February 2007.
 AT1390
 AT1390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT1390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT1390.high-resolution geoid model.
 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 any height that may have been
 AT1390 ** previously 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
 AT1390.This Tidal Bench Mark is designated as VM 7119
 AT1390.by the Center for Operational Oceanographic Products and Services.
 AT1390
 AT1390.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AT1390;SPC LA S     -    86,662.474 1,192,467.693   MT  1.00000719   +0 59 24.9
 AT1390;SPC LA S     -   284,325.13  3,912,287.76   sFT  1.00000719   +0 59 24.9
 AT1390;UTM  16      - 3,239,842.463   271,387.200   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  ELLIP H (02/10/07)  -23.081  (m)                       GP(       )    
 AT1390  NAD 83(1992)-  29 16 00.52805(N)    089 21 10.35554(W) AD(2004.65) B
 AT1390  ELLIP H (06/22/05)  -23.099  (m)                       GP(2004.65) 4 1
 AT1390  NAD 83(1992)-  29 16 00.52801(N)    089 21 10.35545(W) AD(       ) B
 AT1390  ELLIP H (12/29/04)  -23.081  (m)                       GP(       ) 4 1
 AT1390  ELLIP H (02/12/02)  -23.001  (m)                       GP(       ) 3 1
 AT1390  ELLIP H (01/21/93)  -22.926  (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)  -22.926  (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  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: DB = BENCH MARK 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: NOS   
 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 - November 20, 2008
 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  HISTORY     - 20060402 GOOD             NGS
 AT1390  HISTORY     - 20081120 GOOD             ESP
 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.
 AT1390
 AT1390                          STATION RECOVERY (2006)
 AT1390
 AT1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT1390'RECOVERED AS DESCRIBED.
 AT1390
 AT1390                          STATION RECOVERY (2008)
 AT1390
 AT1390'RECOVERY NOTE BY ENG SURV + PLANNING 2008 (BRM)
 AT1390'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1391  **This station is located in a suspected 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-         -23.780 (meters)          (09/30/02) ADJUSTED
 AT1391  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1391 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1391 ** and geoid heights are valid at the date of observation. These heights
 AT1391 ** must always be validated when used as control.
 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 more information.
 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
 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)  -23.757  (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     3  
 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 = MARCH 13, 2009
 DH9067 ***********************************************************************
 DH9067  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 DH9067  **This station is located in a suspected subsidence area (see below).
 DH9067  ___________________________________________________________________
 DH9067  EPOCH DATE  -        2004.65
 DH9067  X           -      19,025.360 (meters)                     COMP
 DH9067  Y           -  -5,551,770.850 (meters)                     COMP
 DH9067  Z           -   3,129,186.792 (meters)                     COMP
 DH9067  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH9067  ELLIP HEIGHT-         -24.141 (meters)          (04/11/06) ADJUSTED
 DH9067  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 DH9067.high-resolution geoid model.
 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 has not been validated since last determined
 DH9067 ** by differential leveling and should not be used for control purposes.
 DH9067 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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 = MARCH 13, 2009
 AB7178 ***********************************************************************
 AB7178  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 13 44.39922(N)    089 51 05.24742(W)     ADJUSTED  
 AB7178* NAVD 88     -         0.78   (meters)       2.6    (feet)  GPS OBS(2006.81)
 AB7178  **This station is located in a suspected subsidence area (see below).
 AB7178  ___________________________________________________________________
 AB7178  EPOCH DATE  -        2002.00
 AB7178  X           -      14,299.208 (meters)                     COMP
 AB7178  Y           -  -5,515,479.070 (meters)                     COMP
 AB7178  Z           -   3,192,319.905 (meters)                     COMP
 AB7178  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AB7178  ELLIP HEIGHT-         -25.832 (meters)          (03/12/08) ADJUSTED
 AB7178  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AB7178  HORZ ORDER  -  A
 AB7178  ELLP ORDER  -  THIRD     CLASS I
 AB7178
 AB7178.The horizontal coordinates were established by GPS observations
 AB7178.and adjusted by the National Geodetic Survey in March 2008.
 AB7178
 AB7178.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7178.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7178.The horizontal coordinates are valid at the epoch date displayed above.
 AB7178.The epoch date for horizontal control is a decimal equivalence
 AB7178.of Year/Month/Day.
 AB7178
 AB7178.The orthometric height was determined by GPS observations and a
 AB7178.high-resolution geoid model.
 AB7178 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7178 ** and geoid heights are valid at the date of observation. These heights
 AB7178 ** must always be validated when used as control.
 AB7178 ** The orthometric height was determined by GPS observations using
 AB7178 ** precise GPS observation and processing techniques and a new
 AB7178 ** realization of GEOID03. It supersedes any height that may have been
 AB7178 ** previously determined for this station.
 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
 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     -   192,572.541 1,142,637.816   MT  0.99993364   +0 44 27.4
 AB7178;SPC LA S     -   631,798.41  3,748,804.23   sFT  0.99993364   +0 44 27.4
 AB7178;UTM  16      - 3,347,600.751   225,560.867   MT  1.00052930   -1 26 11.3
 AB7178
 AB7178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7178!SPC LA S     -   1.00000406  x   0.99993364  =   0.99993770
 AB7178!UTM  16      -   1.00000406  x   1.00052930  =   1.00053336
 AB7178
 AB7178                          SUPERSEDED SURVEY CONTROL
 AB7178
 AB7178  NAD 83(2007)-  30 13 44.39891(N)    089 51 05.24823(W) AD(       ) 0
 AB7178  ELLIP H (02/10/07)  -25.812  (m)                       GP(       )    
 AB7178  ELLIP H (02/20/02)  -25.813  (m)                       GP(       ) 4 1
 AB7178  NAD 83(1992)-  30 13 44.39881(N)    089 51 05.24728(W) AD(       ) 1
 AB7178  ELLIP H (10/01/96)  -25.799  (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 - August 20, 2007
 AB7178_ROD/PIPE-DEPTH: 20   meters
 AB7178
 AB7178  HISTORY     - Date     Condition        Report By
 AB7178  HISTORY     - 1982     MONUMENTED       NOS
 AB7178  HISTORY     - 20060604 GOOD             NGS
 AB7178  HISTORY     - 20070820 GOOD             CCTI
 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.
 AB7178
 AB7178                          STATION RECOVERY (2006)
 AB7178
 AB7178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AB7178'TO REACH FROM I-10 EXIT 254, JUNCTION OF U.S. HIGHWAY 11 SW OF
 AB7178'SLIDELL, GO 5.6 MI (9.0 KM) NORTH ALONG HIGHWAY 11 CROSSING OVER THE
 AB7178'LAKE PONTCHARTRAIN BRIDGE TO CARR DRIVE, THE FIRST ROAD LEFT AFTER
 AB7178'CROSSING THE BRIDGE, THENCE LEFT, WESTERLY, 2.25 MI (3.6 KM) TO THE
 AB7178'MARK ON THE RIGHT IN A GRASSY AREA BY THE CANAL.
 AB7178' 
 AB7178'MARK IS 276 FT (84.1 M) SOUTH-SOUTHEAST OF BM 876 1534 A, 29.0 FT (8.8
 AB7178'M) NORTHWEST OF CENTER OF A SMALL BOAT RAMP, 18.3 FT (5.6 M) EAST OF
 AB7178'CENTERLINE OF CARR DRIVE AND 8.8 FT (2.7 M) NORTHWEST OF THE EXTENDED
 AB7178'CENTERLINE OF A CONCRETE DRIVEWAY WEST OF CARR DR.
 AB7178' 
 AB7178'ACCESS IS THROUGH A 5-INCH (13 CM) PVC PIPE WITH NGS LOGO CAP.
 AB7178
 AB7178                          STATION RECOVERY (2007)
 AB7178
 AB7178'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2007 (KC)
 AB7178'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AT1392 ***********************************************************************
 AT1392  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 AT1392  **This station is located in a suspected subsidence area (see below).
 AT1392  ___________________________________________________________________
 AT1392  EPOCH DATE  -        2004.65
 AT1392  X           -      11,170.500 (meters)                     COMP
 AT1392  Y           -  -5,552,481.277 (meters)                     COMP
 AT1392  Z           -   3,127,971.300 (meters)                     COMP
 AT1392  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1392  ELLIP HEIGHT-         -24.549 (meters)          (04/11/06) ADJUSTED
 AT1392  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 AT1392.high-resolution geoid model.
 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 has not been validated since last determined
 AT1392 ** by differential leveling and should not be used for control purposes.
 AT1392 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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)  -24.496  (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)  -24.496  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 15 51.47143(N)    089 57 19.27064(W)     ADJUSTED  
 AT0681* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0681  **This station is located in a suspected subsidence area (see below).
 AT0681  ___________________________________________________________________
 AT0681  EPOCH DATE  -        2002.00
 AT0681  X           -       4,339.230 (meters)                     COMP
 AT0681  Y           -  -5,568,555.122 (meters)                     COMP
 AT0681  Z           -   3,099,478.306 (meters)                     COMP
 AT0681  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT0681  ELLIP HEIGHT-         -23.192 (meters)          (02/10/07) ADJUSTED
 AT0681  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT0681  DYNAMIC HT  -           1.0   (meters)       3.    (feet)  COMP
 AT0681
 AT0681  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0681  Type    PID    Designation                      North   East  Ellip
 AT0681  -------------------------------------------------------------------
 AT0681  NETWORK AT0681 876 1724 C TIDAL                  0.43   0.39   1.37
 AT0681  -------------------------------------------------------------------
 AT0681  MODELED GRAV-     979,292.9   (mgal)                       NAVD 88
 AT0681  OBS GRAVITY -     979,292.3   (mgal)                       GRAV_OBS
 AT0681
 AT0681  VERT ORDER  -  THIRD (See Below)
 AT0681
 AT0681.The horizontal coordinates were established by GPS observations
 AT0681.and adjusted by the National Geodetic Survey in February 2007.
 AT0681
 AT0681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0681.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AT0681.The horizontal coordinates are valid at the epoch date displayed above.
 AT0681.The epoch date for horizontal control is a decimal equivalence
 AT0681.of Year/Month/Day.
 AT0681
 AT0681.The orthometric height was scaled from a topographic map.
 AT0681 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0681 ** and geoid heights are valid at the date of observation. These heights
 AT0681 ** must always be validated when used as control.
 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 more information.
 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 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     -    85,525.624 1,133,923.728   MT  1.00000775   +0 41 20.4
 AT0681;SPC LA S     -   280,595.32  3,720,214.76   sFT  1.00000775   +0 41 20.4
 AT0681;UTM  16      - 3,240,890.756   212,817.168   MT  1.00061782   -1 26 44.5
 AT0681;UTM  15      - 3,241,113.164   795,864.108   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  =   1.00068395
 AT0681
 AT0681                          SUPERSEDED SURVEY CONTROL
 AT0681
 AT0681  ELLIP H (06/20/00)  -23.194  (m)                       GP(       ) 3 1
 AT0681  ELLIP H (10/01/96)  -23.160  (m)                       GP(       ) 3 1
 AT0681  ELLIP H (01/21/93)  -23.196  (m)                       GP(       ) 4 2
 AT0681  NAD 83(1992)-  29 15 51.47138(N)    089 57 19.26968(W) AD(       ) B
 AT0681  ELLIP H (09/10/92)  -23.196  (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  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 = MARCH 13, 2009
 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(2007)-  29 15 53.27904(N)    089 57 27.08170(W)     ADJUSTED  
 AT0685* NAVD 88     -         0.91   (meters)       3.0    (feet)  GPS OBS(2006.81)
 AT0685  **This station is located in a suspected subsidence area (see below).
 AT0685  ___________________________________________________________________
 AT0685  EPOCH DATE  -        2002.00
 AT0685  X           -       4,128.334 (meters)                     COMP
 AT0685  Y           -  -5,568,528.215 (meters)                     COMP
 AT0685  Z           -   3,099,526.935 (meters)                     COMP
 AT0685  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT0685  ELLIP HEIGHT-         -23.033 (meters)          (03/12/08) ADJUSTED
 AT0685  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AT0685
 AT0685  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0685  Type    PID    Designation                      North   East  Ellip
 AT0685  -------------------------------------------------------------------
 AT0685  NETWORK AT0685 876 1724 TIDAL 11                 0.51   0.45   1.08
 AT0685  -------------------------------------------------------------------
 AT0685  OBS GRAVITY -     979,292.1   (mgal)                       GRAV_OBS
 AT0685
 AT0685  ELLP ORDER  -  THIRD     CLASS I
 AT0685
 AT0685.The horizontal coordinates were established by GPS observations
 AT0685.and adjusted by the National Geodetic Survey in February 2007.
 AT0685
 AT0685.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0685.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT0685.high-resolution geoid model.
 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 any height that may have been
 AT0685 ** previously 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
 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.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     -    85,578.741 1,133,712.197   MT  1.00000764   +0 41 16.5
 AT0685;SPC LA S     -   280,769.59  3,719,520.77   sFT  1.00000764   +0 41 16.5
 AT0685;UTM  16      - 3,240,951.753   212,607.633   MT  1.00061931   -1 26 48.4
 AT0685;UTM  15      - 3,241,163.354   795,651.713   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  ELLIP H (02/10/07)  -23.027  (m)                       GP(       )    
 AT0685  NAD 83(1992)-  29 15 53.27913(N)    089 57 27.08157(W) AD(2004.65) B
 AT0685  ELLIP H (06/22/05)  -23.030  (m)                       GP(2004.65) 4 1
 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 - November 20, 2008
 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  HISTORY     - 20060404 GOOD             NGS
 AT0685  HISTORY     - 20081120 GOOD             ESP
 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.
 AT0685
 AT0685                          STATION RECOVERY (2006)
 AT0685
 AT0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0685'RECOVERED AS DESCRIBED.
 AT0685
 AT0685                          STATION RECOVERY (2008)
 AT0685
 AT0685'RECOVERY NOTE BY ENG SURV + PLANNING 2008 (BRM)
 AT0685'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH9066 ***********************************************************************
 DH9066  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 DH9066  **This station is located in a suspected subsidence area (see below).
 DH9066  ___________________________________________________________________
 DH9066  EPOCH DATE  -        2004.65
 DH9066  X           -      -2,493.414 (meters)                     COMP
 DH9066  Y           -  -5,555,941.145 (meters)                     COMP
 DH9066  Z           -   3,121,883.191 (meters)                     COMP
 DH9066  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DH9066  ELLIP HEIGHT-         -23.854 (meters)          (04/11/06) ADJUSTED
 DH9066  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 DH9066.high-resolution geoid model.
 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 has not been validated since last determined
 DH9066 ** by differential leveling and should not be used for control purposes.
 DH9066 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 40 02.04373(N)    090 06 33.55667(W)     ADJUSTED  
 AU2310* NAVD 88     -        -0.00   (meters)      -0.0    (feet)  LEVELING(2006.81)
 AU2310  **This station is located in a suspected subsidence area (see below).
 AU2310  **This station is included in the VTDP model (see below).
 AU2310  ___________________________________________________________________
 AU2310  EPOCH DATE  -        2002.00
 AU2310  X           -     -10,582.970 (meters)                     COMP
 AU2310  Y           -  -5,546,575.309 (meters)                     COMP
 AU2310  Z           -   3,138,362.878 (meters)                     COMP
 AU2310  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2310  ELLIP HEIGHT-         -25.136 (meters)          (03/12/08) ADJUSTED
 AU2310  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU2310  HORZ ORDER  -  A
 AU2310  VERT ORDER  -  THIRD
 AU2310  ELLP ORDER  -  THIRD     CLASS I
 AU2310
 AU2310.The horizontal coordinates were established by GPS observations
 AU2310.and adjusted by the National Geodetic Survey in March 2008.
 AU2310
 AU2310.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2310.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 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     -   130,014.805 1,118,483.337   MT  0.99994259   +0 36 43.3
 AU2310;SPC LA S     -   426,556.91  3,669,557.41   sFT  0.99994259   +0 36 43.3
 AU2310;UTM  15      - 3,285,408.405   779,785.696   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  =   1.00056993
 AU2310
 AU2310                          SUPERSEDED SURVEY CONTROL
 AU2310
 AU2310  NAD 83(2007)-  29 40 02.04506(N)    090 06 33.55702(W) AD(       ) 0
 AU2310  ELLIP H (02/10/07)  -25.172  (m)                       GP(       )    
 AU2310  NAD 83(1992)-  29 40 02.04338(N)    090 06 33.55624(W) AD(2004.65) B
 AU2310  NAD 83(1992)-  29 40 02.04511(N)    090 06 33.55694(W) AD(2004.65) B
 AU2310  ELLIP H (06/22/05)  -25.168  (m)                       GP(2004.65) 4 1
 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: DB = BENCH MARK DISK
 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: FLUSH
 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 - April 04, 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  HISTORY     - 20060404 GOOD             NGS
 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.
 AU2310
 AU2310                          STATION RECOVERY (2006)
 AU2310
 AU2310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9332 ***********************************************************************
 DJ9332  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9332  DESIGNATION -  876 1993 F TIDAL
 DJ9332  PID         -  DJ9332
 DJ9332  STATE/COUNTY-  LA/ST TAMMANY
 DJ9332  USGS QUAD   -  MADISONVILLE (1979)
 DJ9332
 DJ9332                         *CURRENT SURVEY CONTROL
 DJ9332  ___________________________________________________________________
 DJ9332* NAD 83(2007)-  30 22 43.51464(N)    090 09 39.32817(W)     ADJUSTED  
 DJ9332* NAVD 88     -         0.48   (meters)       1.6    (feet)  GPS OBS(2006.81)
 DJ9332  **This station is located in a suspected subsidence area (see below).
 DJ9332  ___________________________________________________________________
 DJ9332  EPOCH DATE  -        2002.00
 DJ9332  X           -     -15,467.621 (meters)                     COMP
 DJ9332  Y           -  -5,507,098.725 (meters)                     COMP
 DJ9332  Z           -   3,206,652.636 (meters)                     COMP
 DJ9332  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DJ9332  ELLIP HEIGHT-         -26.251 (meters)          (03/12/08) ADJUSTED
 DJ9332  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DJ9332  HORZ ORDER  -  A
 DJ9332  ELLP ORDER  -  THIRD     CLASS I
 DJ9332
 DJ9332.The horizontal coordinates were established by GPS observations
 DJ9332.and adjusted by the National Geodetic Survey in March 2008.
 DJ9332
 DJ9332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9332.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9332.The epoch date for horizontal control is a decimal equivalence
 DJ9332.of Year/Month/Day.
 DJ9332
 DJ9332.The orthometric height was determined by GPS observations and a
 DJ9332.high-resolution geoid model.
 DJ9332 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9332 ** and geoid heights are valid at the date of observation. These heights
 DJ9332 ** must always be validated when used as control.
 DJ9332 ** The orthometric height was determined by GPS observations using
 DJ9332 ** precise GPS observation and processing techniques and a new
 DJ9332 ** realization of GEOID03. It supersedes any height that may have been
 DJ9332 ** previously determined for this station.
 DJ9332 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9332 ** epoch indicated which incorporates improved geoid heights for the
 DJ9332 ** Southern Louisiana Subsidence area.
 DJ9332 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9332
 DJ9332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9332
 DJ9332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9332
 DJ9332.The ellipsoidal height was determined by GPS observations
 DJ9332.and is referenced to NAD 83.
 DJ9332
 DJ9332.The geoid height was determined by GEOID03.
 DJ9332
 DJ9332;                    North         East     Units Scale Factor Converg.
 DJ9332;SPC LA S     -   208,827.075 1,112,681.443   MT  0.99994741   +0 35 10.4
 DJ9332;SPC LA S     -   685,126.83  3,650,522.37   sFT  0.99994741   +0 35 10.4
 DJ9332;UTM  15      - 3,364,175.749   772,831.417   MT  1.00051841   +1 26 11.9
 DJ9332
 DJ9332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9332!SPC LA S     -   1.00000412  x   0.99994741  =   0.99995153
 DJ9332!UTM  15      -   1.00000412  x   1.00051841  =   1.00052253
 DJ9332
 DJ9332                          SUPERSEDED SURVEY CONTROL
 DJ9332
 DJ9332.No superseded survey control is available for this station.
 DJ9332
 DJ9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7283164176(NAD 83)
 DJ9332_MARKER: F = FLANGE-ENCASED ROD
 DJ9332_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9332_STAMPING: 1993 F 2006
 DJ9332_MARK LOGO: NOS   
 DJ9332_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9332_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9332+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 DJ9332_ROD/PIPE-DEPTH: 27.6 meters
 DJ9332_SLEEVE-DEPTH  :  0.9 meters
 DJ9332
 DJ9332  HISTORY     - Date     Condition        Report By
 DJ9332  HISTORY     - 20060903 MONUMENTED       NGS
 DJ9332
 DJ9332                          STATION DESCRIPTION
 DJ9332
 DJ9332'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9332'TO REACH FROM U.S. HIGHWAY 190 EASTBOUND LANES OVERPASS AND STATE
 DJ9332'HIGHWAY 22 IN MANDEVILLE, GO 1.25 MI (2.0 KM) WEST ALONG STATE HIGHWAY
 DJ9332'TO THE Y JUNCTION FOR W CAUSEWAY APPROACH ROAD, CONTINUE WEST ALONG
 DJ9332'STATE HIGHWAY 22 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION FOR STATE
 DJ9332'HIGHWAYS 21 AND 1077, THENCE LEFT (SOUTH) ALONG STATE HIGHWAY 1077 FOR
 DJ9332'2.0 MI (3.2 KM) TO MARK ON RIGHT AT A PARKING AREA, ACROSS ROAD FROM
 DJ9332'BOAT RAMPS.
 DJ9332' 
 DJ9332'MARK IS 32.6 FT (9.94 M) WEST-NORTHWEST OF THE CENTERLINE OF STATE
 DJ9332'HIGHWAY 1077, 18.9 FT (5.76 M) NORTHWEST OF POWERPOLE NUMBER 36968
 DJ9332'62443 WITH STREET LIGHT, TRANSFORMER, AND GUY WIRE, 68.3 FT (20.8 M)
 DJ9332'NORTHWEST AND ACROSS STATE HIGHWAY 1077 FROM A POLE NUMBER S36974
 DJ9332'62443 WITH TWO STREET LIGHTS AND 0.9 FT (0.23 M) SOUTH OF A CARSONITE
 DJ9332'WITNESS POST.
 DJ9332' 
 DJ9332'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9332'SLEEVE DEPTH DOES MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 14 51.33691(N)    090 12 22.76173(W)     ADJUSTED  
 AU3284* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3284  **This station is located in a suspected subsidence area (see below).
 AU3284  ___________________________________________________________________
 AU3284  EPOCH DATE  -        2002.00
 AU3284  X           -     -20,055.647 (meters)                     COMP
 AU3284  Y           -  -5,569,425.576 (meters)                     COMP
 AU3284  Z           -   3,097,863.023 (meters)                     COMP
 AU3284  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AU3284  ELLIP HEIGHT-         -23.147 (meters)          (02/10/07) ADJUSTED
 AU3284  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AU3284  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 AU3284
 AU3284  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3284  Type    PID    Designation                      North   East  Ellip
 AU3284  -------------------------------------------------------------------
 AU3284  NETWORK AU3284 876 2084 C TIDAL                  0.55   0.61   1.80
 AU3284  -------------------------------------------------------------------
 AU3284  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 AU3284
 AU3284  VERT ORDER  -  THIRD (See Below)
 AU3284
 AU3284.The horizontal coordinates were established by GPS observations
 AU3284.and adjusted by the National Geodetic Survey in February 2007.
 AU3284
 AU3284.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3284.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3284.The horizontal coordinates are valid at the epoch date displayed above.
 AU3284.The epoch date for horizontal control is a decimal equivalence
 AU3284.of Year/Month/Day.
 AU3284
 AU3284.The orthometric height was scaled from a topographic map.
 AU3284 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3284 ** and geoid heights are valid at the date of observation. These heights
 AU3284 ** must always be validated when used as control.
 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 more information.
 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.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     -    83,407.613 1,109,551.460   MT  1.00001151   +0 33 48.7
 AU3284;SPC LA S     -   273,646.48  3,640,253.42   sFT  1.00001151   +0 33 48.7
 AU3284;UTM  15      - 3,238,653.069   771,509.626   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  =   1.00051338
 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 (02/12/02)  -23.201  (m)                       GP(       ) 3 1
 AU3284  ELLIP H (01/21/93)  -23.131  (m)                       GP(       ) 4 2
 AU3284  NAD 83(1992)-  29 14 51.33677(N)    090 12 22.76042(W) AD(       ) A
 AU3284  ELLIP H (09/04/92)  -23.131  (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  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) GPS OBS     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3285  **This station is located in a suspected subsidence area (see below).
 AU3285  ___________________________________________________________________
 AU3285  X           -     -25,550.922 (meters)                     COMP
 AU3285  Y           -  -5,562,546.625 (meters)                     COMP
 AU3285  Z           -   3,110,074.003 (meters)                     COMP
 AU3285  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AU3285  ELLIP HEIGHT-         -23.914 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU3285 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3285 ** and geoid heights are valid at the date of observation. These heights
 AU3285 ** must always be validated when used as control.
 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 more information.
 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
 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)  -23.865  (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     3  
 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 = MARCH 13, 2009
 DH3787 ***********************************************************************
 DH3787  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DH3787  DESIGNATION -  876 2372 F TIDAL
 DH3787  PID         -  DH3787
 DH3787  STATE/COUNTY-  LA/ST CHARLES
 DH3787  USGS QUAD   -  LA BRANCHE (1992)
 DH3787
 DH3787                         *CURRENT SURVEY CONTROL
 DH3787  ___________________________________________________________________
 DH3787* NAD 83(2007)-  30 03 02.36538(N)    090 22 04.43654(W)     ADJUSTED  
 DH3787* NAVD 88     -         0.52   (meters)       1.7    (feet)  GPS OBS(2006.81)
 DH3787  **This station is located in a suspected subsidence area (see below).
 DH3787  ___________________________________________________________________
 DH3787  EPOCH DATE  -        2002.00
 DH3787  X           -     -35,478.780 (meters)                     COMP
 DH3787  Y           -  -5,525,310.564 (meters)                     COMP
 DH3787  Z           -   3,175,222.752 (meters)                     COMP
 DH3787  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH3787  ELLIP HEIGHT-         -25.740 (meters)          (03/12/08) ADJUSTED
 DH3787  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DH3787  HORZ ORDER  -  A
 DH3787  ELLP ORDER  -  THIRD     CLASS I
 DH3787
 DH3787.The horizontal coordinates were established by GPS observations
 DH3787.and adjusted by the National Geodetic Survey in March 2008.
 DH3787
 DH3787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3787.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3787.The horizontal coordinates are valid at the epoch date displayed above.
 DH3787.The epoch date for horizontal control is a decimal equivalence
 DH3787.of Year/Month/Day.
 DH3787
 DH3787.The orthometric height was determined by GPS observations and a
 DH3787.high-resolution geoid model.
 DH3787 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DH3787 ** and geoid heights are valid at the date of observation. These heights
 DH3787 ** must always be validated when used as control.
 DH3787 ** The orthometric height was determined by GPS observations using
 DH3787 ** precise GPS observation and processing techniques and a new
 DH3787 ** realization of GEOID03. It supersedes any height that may have been
 DH3787 ** previously determined for this station.
 DH3787 ** The geoid height was determined by a new realization of GEOID03 for the
 DH3787 ** epoch indicated which incorporates improved geoid heights for the
 DH3787 ** Southern Louisiana Subsidence area.
 DH3787 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DH3787
 DH3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3787
 DH3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3787
 DH3787.The ellipsoidal height was determined by GPS observations
 DH3787.and is referenced to NAD 83.
 DH3787
 DH3787.The geoid height was determined by GEOID03.
 DH3787
 DH3787;                    North         East     Units Scale Factor Converg.
 DH3787;SPC LA S     -   172,273.654 1,093,095.837   MT  0.99992612   +0 28 57.8
 DH3787;SPC LA S     -   565,201.15  3,586,265.26   sFT  0.99992612   +0 28 57.8
 DH3787;UTM  15      - 3,327,318.886   753,775.833   MT  1.00039464   +1 19 07.6
 DH3787
 DH3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3787!SPC LA S     -   1.00000404  x   0.99992612  =   0.99993016
 DH3787!UTM  15      -   1.00000404  x   1.00039464  =   1.00039868
 DH3787
 DH3787                          SUPERSEDED SURVEY CONTROL
 DH3787
 DH3787  NAD 83(1992)-  30 03 02.36549(N)    090 22 04.43654(W) AD(2004.65) B
 DH3787  ELLIP H (02/01/07)  -25.761  (m)                       GP(       ) 3 2
 DH3787
 DH3787.Superseded values are not recommended for survey control.
 DH3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3787.See file dsdata.txt to determine how the superseded data were derived.
 DH3787
 DH3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP5377627319(NAD 83)
 DH3787_MARKER: I = METAL ROD
 DH3787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3787_STAMPING: 2372 F 2003
 DH3787_MARK LOGO: NOS   
 DH3787_PROJECTION: FLUSH
 DH3787_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3787+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 DH3787_ROD/PIPE-DEPTH: 23.2 meters
 DH3787_SLEEVE-DEPTH  : 1.5 meters
 DH3787
 DH3787  HISTORY     - Date     Condition        Report By
 DH3787  HISTORY     - 2003     MONUMENTED       NOS
 DH3787  HISTORY     - 20030509 GOOD             NOS
 DH3787  HISTORY     - 20041115 GOOD             NOS
 DH3787  HISTORY     - 20051015 GOOD             NGS
 DH3787
 DH3787                          STATION DESCRIPTION
 DH3787
 DH3787'DESCRIBED BY NATIONAL OCEAN SERVICE 2003 (RJG)
 DH3787'IN NORCO, FROM THE INTERSECTION ON I-310 AND HWY 61, PROCEED WEST
 DH3787'ALONG HWY 61 FOR 10.62 KM (6.60 MI) TO THE BONNE CERRE SPILLWAY ROAD,
 DH3787'GO NORTH ON THE SPILLWAY ROAD FOR 5.47 KM (3.40 MI) TO A STEEL GATE
 DH3787'WITH A KEY LOCK, ONCE THRU THE GATE TURN RIGHT AND PROCEED TO THE
 DH3787'MARSH DUCK HUNT CLUB.THE BENCH MARK IS 54.0 M (177.2 FT) SSW FROM THE
 DH3787'SOUTHERN RAIL ROAD TRACK, 16.90 M (55.45 FT) NNE FROM THE NE CORNER OF
 DH3787'THE FISH CLEANING STATION ON THE PIER, 14.70 M (48.23 FT) NW OF THE NW
 DH3787'CORNER OF THE MARSH DUCK HUNT CLUB BUILDING, 5.61 M (18.41 FT) SSW
 DH3787'FROM THE CENTERLINE OF THE BOAT RAMP ON THE WEST SIDE OF THE HUNT
 DH3787'CLUB, AND 0.32 M (1.05 FT) NORTH OF THE WITNESS POST.  THE DATUM POINT
 DH3787'IS THE TOP OF A STAINLESS STEEL ROD DRIVEN 23.2 M (76.1 FT) TO
 DH3787'REFUSAL, IN A SLEEVE EXTENDING TO A DEPTH OF 1.5 M (4.9 FT) AND
 DH3787'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM COVER AND CONCRETE
 DH3787'KICKBLOCK. NOTE- SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 DH3787'CLASS A ROD MARK.
 DH3787
 DH3787                          STATION RECOVERY (2004)
 DH3787
 DH3787'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2004
 DH3787'RECOVERED AS DESCRIBED.
 DH3787
 DH3787                          STATION RECOVERY (2005)
 DH3787
 DH3787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 DH3787'THE STATION IS LOCATED AT A FISH CAMP ABOUT 3.5 MI NORTH OF NORCO AND
 DH3787'ALONG A RAILROAD TRACK.
 DH3787' 
 DH3787'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 61 AND THE
 DH3787'EAST LEVEE OF THE BONNET CARRE SPILLWAY IN NORCO, GO NORTH FOR 3.4
 DH3787'MILE ALONG THE LEVEE TO A RAILROAD TRACK AND SERVICE ROAD AHEAD,
 DH3787'CONTINUE AHEAD THEN EAST FOR 0.4 MILES ALONG THE SERVICE ROAD TO AN
 DH3787'ENTRANCE DRIVE ON THE RIGHT, JUST HAVING CROSSED A BAYOU, TURN RIGHT
 DH3787'AND GO SOUTH FOR 50 METERS TO THE STATION ON THE RIGHT, JUST HAVING
 DH3787'PAST A BOAT RAMP FOR THE BAYOU.
 DH3787' 
 DH3787'THE STATION IS LOCATED 14.8 METERS NORTHWEST OF THE NORTHWEST CORNER
 DH3787'OF A TWO STORY METAL BUILDING, 7.0 METERS SOUTH-SOUTHEAST OF A METAL
 DH3787'SUPPORT POST FOR A NO PARKING TOW AWAY ZONE SIGN, 2.0 METERS SOUTHEAST
 DH3787'OF THE SOUTH ONE OF TWO METAL SUPPORT POSTS FOR A NO WAKE ZONE SIGN,
 DH3787'0.55 METERS NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST AND THE LOGO
 DH3787'CAP IS RECESSED 0.1 METERS BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9385 ***********************************************************************
 DJ9385  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9385  DESIGNATION -  876 2482 E TIDAL
 DJ9385  PID         -  DJ9385
 DJ9385  STATE/COUNTY-  LA/JEFFERSON
 DJ9385  USGS QUAD   -  DES ALLEMANDS (1987)
 DJ9385
 DJ9385                         *CURRENT SURVEY CONTROL
 DJ9385  ___________________________________________________________________
 DJ9385* NAD 83(2007)-  29 47 26.11880(N)    090 25 26.29363(W)     ADJUSTED  
 DJ9385* NAVD 88     -         1.45   (meters)       4.8    (feet)  GPS OBS(2006.81)
 DJ9385  **This station is located in a suspected subsidence area (see below).
 DJ9385  ___________________________________________________________________
 DJ9385  EPOCH DATE  -        2002.00
 DJ9385  X           -     -40,992.416 (meters)                     COMP
 DJ9385  Y           -  -5,539,653.929 (meters)                     COMP
 DJ9385  Z           -   3,150,237.163 (meters)                     COMP
 DJ9385  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DJ9385  ELLIP HEIGHT-         -24.176 (meters)          (03/12/08) ADJUSTED
 DJ9385  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 DJ9385  HORZ ORDER  -  A
 DJ9385  ELLP ORDER  -  THIRD     CLASS I
 DJ9385
 DJ9385.The horizontal coordinates were established by GPS observations
 DJ9385.and adjusted by the National Geodetic Survey in March 2008.
 DJ9385
 DJ9385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9385.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9385.The epoch date for horizontal control is a decimal equivalence
 DJ9385.of Year/Month/Day.
 DJ9385
 DJ9385.The orthometric height was determined by GPS observations and a
 DJ9385.high-resolution geoid model.
 DJ9385 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9385 ** and geoid heights are valid at the date of observation. These heights
 DJ9385 ** must always be validated when used as control.
 DJ9385 ** The orthometric height was determined by GPS observations using
 DJ9385 ** precise GPS observation and processing techniques and a new
 DJ9385 ** realization of GEOID03. It supersedes any height that may have been
 DJ9385 ** previously determined for this station.
 DJ9385 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9385 ** epoch indicated which incorporates improved geoid heights for the
 DJ9385 ** Southern Louisiana Subsidence area.
 DJ9385 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9385
 DJ9385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9385
 DJ9385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9385
 DJ9385.The ellipsoidal height was determined by GPS observations
 DJ9385.and is referenced to NAD 83.
 DJ9385
 DJ9385.The geoid height was determined by GEOID03.
 DJ9385
 DJ9385;                    North         East     Units Scale Factor Converg.
 DJ9385;SPC LA S     -   143,403.538 1,087,917.809   MT  0.99993244   +0 27 16.9
 DJ9385;SPC LA S     -   470,483.11  3,569,277.01   sFT  0.99993244   +0 27 16.9
 DJ9385;UTM  15      - 3,298,363.626   749,014.853   MT  1.00036514   +1 16 49.8
 DJ9385
 DJ9385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9385!SPC LA S     -   1.00000380  x   0.99993244  =   0.99993624
 DJ9385!UTM  15      -   1.00000380  x   1.00036514  =   1.00036894
 DJ9385
 DJ9385                          SUPERSEDED SURVEY CONTROL
 DJ9385
 DJ9385.No superseded survey control is available for this station.
 DJ9385
 DJ9385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4901598364(NAD 83)
 DJ9385_MARKER: F = FLANGE-ENCASED ROD
 DJ9385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9385_STAMPING: 2482 E 2003
 DJ9385_MARK LOGO: NOS   
 DJ9385_PROJECTION: FLUSH
 DJ9385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9385+STABILITY: SURFACE MOTION
 DJ9385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9385+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2007
 DJ9385_ROD/PIPE-DEPTH: 20.7 meters
 DJ9385_SLEEVE-DEPTH  : 0.76 meters
 DJ9385
 DJ9385  HISTORY     - Date     Condition        Report By
 DJ9385  HISTORY     - 20030101 MONUMENTED       COOPS
 DJ9385  HISTORY     - 20070503 GOOD             NGS
 DJ9385
 DJ9385                          STATION DESCRIPTION
 DJ9385
 DJ9385'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RLT)
 DJ9385'THE MARK IS IN SE ST. CHARLES PARISH, 37 KM (23 MILES) SW OF NEW
 DJ9385'ORLEANS.
 DJ9385' 
 DJ9385'TO REACH FROM I-10 EXIT 220, JUNCTION OF I-310 WEST OF KENNER,GO 11.6
 DJ9385'MI (18.6 KM) SOUTHERLY ON I-310 TO MERGING OF I-310 ONTO U.S. 90 WEST.
 DJ9385'CONTINUE 2.5 MI (4.0 KM) ON 90 WEST TO BAYOU GAUCHE ROAD. TURN LEFT
 DJ9385'AND GO 6.2 MI (10.0 KM) SOUTHERLY TO THE MARK ON THE RIGHT JUST BEFORE
 DJ9385'OR AT WEST END OF A SMALL BRIDGE OVER A BAYOU THAT FEEDS INTO BAYOU
 DJ9385'GAUCHE.
 DJ9385' 
 DJ9385'THE MARK IS IN A SMALL AREA OF GRASS BEHIND TWO GUARD RAILS, 43.7 M
 DJ9385'(143.4 FT) ESE FROM BADEAUX LANE, 28.5 FT (8.7 M) NORTH OF THE NW
 DJ9385'CORNER OF HOUSE NUMBER 80, 18.7 M (61.3 FT) EAST OF A POLE WITH STREET
 DJ9385'LIGHT, 8.2 M (27.5 FT) SOUTH OF THE CENTERLINE OF BAYOU GAUCHE ROAD,
 DJ9385'2.6 M (8.6 FT) SOUTH OF THE SOUTH GUARD RAIL, AND 0.4 M (1.5 FT) NE OF
 DJ9385'A CARSONITE WITNESS POST.
 DJ9385' 
 DJ9385'ACCESS TO THE MARK IS THROUGH AN ALUMINUM LOGO CAP FLUSH WITH THE
 DJ9385'GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 15 15.52430(N)    090 39 45.39348(W)     ADJUSTED  
 AH7270* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH7270  **This station is located in a suspected subsidence area (see below).
 AH7270  ___________________________________________________________________
 AH7270  EPOCH DATE  -        2002.00
 AH7270  X           -     -64,403.582 (meters)                     COMP
 AH7270  Y           -  -5,568,724.956 (meters)                     COMP
 AH7270  Z           -   3,098,512.521 (meters)                     COMP
 AH7270  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AH7270  ELLIP HEIGHT-         -23.645 (meters)          (02/10/07) ADJUSTED
 AH7270  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AH7270
 AH7270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH7270  Type    PID    Designation                      North   East  Ellip
 AH7270  -------------------------------------------------------------------
 AH7270  NETWORK AH7270 876 2928 A TIDAL                  0.51   0.35   1.25
 AH7270  -------------------------------------------------------------------
 AH7270
 AH7270.The horizontal coordinates were established by GPS observations
 AH7270.and adjusted by the National Geodetic Survey in February 2007.
 AH7270
 AH7270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH7270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH7270.The horizontal coordinates are valid at the epoch date displayed above.
 AH7270.The epoch date for horizontal control is a decimal equivalence
 AH7270.of Year/Month/Day.
 AH7270
 AH7270.The orthometric height was determined by GPS observations and a
 AH7270.high-resolution geoid model.
 AH7270 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH7270 ** and geoid heights are valid at the date of observation. These heights
 AH7270 ** must always be validated when used as control.
 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 more information.
 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
 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     -    83,804.387 1,065,194.283   MT  1.00000998   +0 20 07.3
 AH7270;SPC LA S     -   274,948.23  3,494,724.91   sFT  1.00000998   +0 20 07.3
 AH7270;UTM  15      - 3,238,426.668   727,135.352   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 15.52408(N)    090 39 45.39268(W) AD(       ) A
 AH7270  ELLIP H (06/20/00)  -23.639  (m)                       GP(       ) 3 1
 AH7270  NAD 83(1992)-  29 15 15.52407(N)    090 39 45.39258(W) AD(       ) B
 AH7270  ELLIP H (03/10/99)  -23.631  (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 = MARCH 13, 2009
 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(2007)-  29 15 13.75630(N)    090 39 43.45105(W)     ADJUSTED  
 AB7223* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB7223  **This station is located in a suspected subsidence area (see below).
 AB7223  ___________________________________________________________________
 AB7223  EPOCH DATE  -        2002.00
 AB7223  X           -     -64,351.449 (meters)                     COMP
 AB7223  Y           -  -5,568,752.253 (meters)                     COMP
 AB7223  Z           -   3,098,465.081 (meters)                     COMP
 AB7223  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AB7223  ELLIP HEIGHT-         -23.540 (meters)          (02/10/07) ADJUSTED
 AB7223  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 AB7223
 AB7223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7223  Type    PID    Designation                      North   East  Ellip
 AB7223  -------------------------------------------------------------------
 AB7223  NETWORK AB7223 876 2928 G TIDAL                  1.43   1.71   3.80
 AB7223  -------------------------------------------------------------------
 AB7223
 AB7223.The horizontal coordinates were established by GPS observations
 AB7223.and adjusted by the National Geodetic Survey in February 2007.
 AB7223
 AB7223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7223.The horizontal coordinates are valid at the epoch date displayed above.
 AB7223.The epoch date for horizontal control is a decimal equivalence
 AB7223.of Year/Month/Day.
 AB7223
 AB7223.The orthometric height was determined by GPS observations and a
 AB7223.high-resolution geoid model.
 AB7223 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7223 ** and geoid heights are valid at the date of observation. These heights
 AB7223 ** must always be validated when used as control.
 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 more information.
 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
 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     -    83,750.260 1,065,247.047   MT  1.00001010   +0 20 08.3
 AB7223;SPC LA S     -   274,770.64  3,494,898.02   sFT  1.00001010   +0 20 08.3
 AB7223;UTM  15      - 3,238,373.277   727,188.885   MT  1.00023695   +1 08 34.8
 AB7223
 AB7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7223!SPC LA S     -   1.00000370  x   1.00001010  =   1.00001380
 AB7223!UTM  15      -   1.00000370  x   1.00023695  =   1.00024065
 AB7223
 AB7223                          SUPERSEDED SURVEY CONTROL
 AB7223
 AB7223  ELLIP H (02/20/02)  -23.605  (m)                       GP(       ) 4 1
 AB7223  NAD 83(1992)-  29 15 13.75607(N)    090 39 43.44946(W) AD(       ) 1
 AB7223  ELLIP H (10/01/96)  -23.528  (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 = MARCH 13, 2009
 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(2007)-  29 22 19.41360(N)    090 42 41.48543(W)     ADJUSTED  
 AU3286* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3286  **This station is located in a suspected subsidence area (see below).
 AU3286  ___________________________________________________________________
 AU3286  EPOCH DATE  -        2002.00
 AU3286  X           -     -69,078.325 (meters)                     COMP
 AU3286  Y           -  -5,562,278.294 (meters)                     COMP
 AU3286  Z           -   3,109,892.255 (meters)                     COMP
 AU3286  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU3286  ELLIP HEIGHT-         -24.247 (meters)          (02/10/07) ADJUSTED
 AU3286  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AU3286
 AU3286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3286  Type    PID    Designation                      North   East  Ellip
 AU3286  -------------------------------------------------------------------
 AU3286  NETWORK AU3286 876 3027 B TIDAL                  1.39   1.37   3.39
 AU3286  -------------------------------------------------------------------
 AU3286
 AU3286.The horizontal coordinates were established by GPS observations
 AU3286.and adjusted by the National Geodetic Survey in February 2007.
 AU3286
 AU3286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3286.The horizontal coordinates are valid at the epoch date displayed above.
 AU3286.The epoch date for horizontal control is a decimal equivalence
 AU3286.of Year/Month/Day.
 AU3286
 AU3286.The orthometric height was determined by GPS observations and a
 AU3286.high-resolution geoid model.
 AU3286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3286 ** and geoid heights are valid at the date of observation. These heights
 AU3286 ** must always be validated when used as control.
 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 more information.
 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
 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     -    96,828.538 1,060,369.034   MT  0.99998553   +0 18 39.3
 AU3286;SPC LA S     -   317,678.30  3,478,894.07   sFT  0.99998553   +0 18 39.3
 AU3286;UTM  15      - 3,251,384.250   722,125.407   MT  1.00020885   +1 07 22.5
 AU3286
 AU3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3286!SPC LA S     -   1.00000381  x   0.99998553  =   0.99998934
 AU3286!UTM  15      -   1.00000381  x   1.00020885  =   1.00021266
 AU3286
 AU3286:                Primary Azimuth Mark                     Grid Az
 AU3286:SPC LA S     -  GC 3                                     345 36 00.6
 AU3286:UTM  15      -  GC 3                                     344 47 17.4
 AU3286
 AU3286|---------------------------------------------------------------------|
 AU3286| PID    Reference Object                     Distance      Geod. Az  |
 AU3286|                                                           dddmmss.s |
 AU3286| AH6332 GC 3                                APPROX. 0.6 KM 3455439.9 |
 AU3286|---------------------------------------------------------------------|
 AU3286
 AU3286                          SUPERSEDED SURVEY CONTROL
 AU3286
 AU3286  ELLIP H (02/21/02)  -24.216  (m)                       GP(       ) 5 1
 AU3286  NAD 83(1992)-  29 22 19.41403(N)    090 42 41.48421(W) AD(       ) 1
 AU3286  ELLIP H (01/21/93)  -24.246  (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     3  
 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 = MARCH 13, 2009
 DJ9334 ***********************************************************************
 DJ9334  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9334  DESIGNATION -  876 6072 A
 DJ9334  PID         -  DJ9334
 DJ9334  STATE/COUNTY-  LA/VERMILION
 DJ9334  USGS QUAD   -  MULBERRY ISLAND EAST (1979)
 DJ9334
 DJ9334                         *CURRENT SURVEY CONTROL
 DJ9334  ___________________________________________________________________
 DJ9334* NAD 83(2007)-  29 33 06.35555(N)    092 18 18.87973(W)     ADJUSTED  
 DJ9334* NAVD 88     -         2.22   (meters)       7.3    (feet)  GPS OBS(2006.81)
 DJ9334  **This station is located in a suspected subsidence area (see below).
 DJ9334  ___________________________________________________________________
 DJ9334  EPOCH DATE  -        2002.00
 DJ9334  X           -    -223,356.126 (meters)                     COMP
 DJ9334  Y           -  -5,548,417.067 (meters)                     COMP
 DJ9334  Z           -   3,127,236.006 (meters)                     COMP
 DJ9334  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DJ9334  ELLIP HEIGHT-         -23.266 (meters)          (03/12/08) ADJUSTED
 DJ9334  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 DJ9334  HORZ ORDER  -  A
 DJ9334  ELLP ORDER  -  THIRD     CLASS I
 DJ9334
 DJ9334.The horizontal coordinates were established by GPS observations
 DJ9334.and adjusted by the National Geodetic Survey in March 2008.
 DJ9334
 DJ9334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9334.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9334.The epoch date for horizontal control is a decimal equivalence
 DJ9334.of Year/Month/Day.
 DJ9334
 DJ9334.The orthometric height was determined by GPS observations and a
 DJ9334.high-resolution geoid model.
 DJ9334 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9334 ** and geoid heights are valid at the date of observation. These heights
 DJ9334 ** must always be validated when used as control.
 DJ9334 ** The orthometric height was determined by GPS observations using
 DJ9334 ** precise GPS observation and processing techniques and a new
 DJ9334 ** realization of GEOID03. It supersedes any height that may have been
 DJ9334 ** previously determined for this station.
 DJ9334 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9334 ** epoch indicated which incorporates improved geoid heights for the
 DJ9334 ** Southern Louisiana Subsidence area.
 DJ9334 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9334
 DJ9334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9334
 DJ9334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9334
 DJ9334.The ellipsoidal height was determined by GPS observations
 DJ9334.and is referenced to NAD 83.
 DJ9334
 DJ9334.The geoid height was determined by GEOID03.
 DJ9334
 DJ9334;                    North         East     Units Scale Factor Converg.
 DJ9334;SPC LA S     -   116,982.834   905,810.614   MT  0.99995626   -0 29 09.5
 DJ9334;SPC LA S     -   383,801.18  2,971,813.66   sFT  0.99995626   -0 29 09.5
 DJ9334;UTM  15      - 3,269,320.292   567,307.504   MT  0.99965590   +0 20 33.6
 DJ9334
 DJ9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9334!SPC LA S     -   1.00000365  x   0.99995626  =   0.99995991
 DJ9334!UTM  15      -   1.00000365  x   0.99965590  =   0.99965955
 DJ9334
 DJ9334                          SUPERSEDED SURVEY CONTROL
 DJ9334
 DJ9334.No superseded survey control is available for this station.
 DJ9334
 DJ9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWN6730869320(NAD 83)
 DJ9334_MARKER: DB = BENCH MARK DISK
 DJ9334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ9334_SP_SET: CEMENT DOLPHIN SOUTH OF LOCKS
 DJ9334_STAMPING: 6072A 2005
 DJ9334_MARK LOGO: NOS   
 DJ9334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9334+STABILITY: SURFACE MOTION
 DJ9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9334+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 DJ9334
 DJ9334  HISTORY     - Date     Condition        Report By
 DJ9334  HISTORY     - 20050101 MONUMENTED       COOPS
 DJ9334  HISTORY     - 20070502 GOOD             NGS
 DJ9334
 DJ9334                          STATION DESCRIPTION
 DJ9334
 DJ9334'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RLT)
 DJ9334'THE MARK IS LOCATED IN THE SOUTH CENTRAL PART OF VERMILION PARISH,
 DJ9334'APPROXIMATELY 31 MI (50 KM) SOUTH OF ABBEVILLE.
 DJ9334' 
 DJ9334'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS LA 35 AND 14 IN
 DJ9334'KAPLAN, PROCEED 27.1 MI (43.6 KM) SOUTHERLY ON LA 35 TO THE FORK
 DJ9334'INTERSECTION OF CR 3147 (A GRAVEL ROAD) ON THE LEFT. VEER LEFT AND
 DJ9334'CONTINUE 1.8 MI (2.9 KM) SOUTHERLY ON CR 3147 TO AN INTERSECTION. TURN
 DJ9334'LEFT AND CONTINUE 8.2 MI (13.2 KM) ON CR 3147 TO A GATE AND CORPS OF
 DJ9334'ENGINEERS LOCK FACILITY FOR THE FRESHWATER BAYOU CANAL. USE CALL
 DJ9334'BUTTON TO OBTAIN ACCESS. PASS THROUGH THE GATE AND PROCEED TO THE
 DJ9334'FACILITY OFFICE ON THE LEFT TO CHECK IN. PROCEED SOUTH TO THE SOUTH
 DJ9334'LOCK GATE CONTROL HOUSE ON THE SOUTHWEST SIDE OF THE LOCK FROM THE
 DJ9334'SOUTH GATE CONTROL HOUSE. PROCEED SOUTH ON A WOODEN WALKWAY FOR 100
 DJ9334'METERS (330 FEET) TO THE SOUTHWEST DOLPHIN FOR THE LOCK AND THE MARK.
 DJ9334'THE STATION IS LOCATED NEAR THE CENTER OF THE DOLPHIN.
 DJ9334' 
 DJ9334'THE STATION IS 5.3 METERS (17.4 FEET) SOUTHWEST OF A NOAA TIDE GAUGE
 DJ9334'EQUIPMENT BOX AND STAND, 3.4 METERS (11.2 FEET) SOUTHEAST OF A WIND
 DJ9334'SOCK, 2.9 METERS (9.7 FEET) EAST OF A 4 FT (1.2 M) HIGH STROBE MARKER
 DJ9334'LIGHT, AND 1.1 METERS (3.5 FEET) WEST OF THE CENTER OF THE DOLPHIN,
 DJ9334'FLUSH WITH SURFACE.
 DJ9334' 
 DJ9334'THE LOCK OPERATES BETWEEN 730AM AND 300PM. TO ARRANGE ACCESS TO THE
 DJ9334'FACILITY CALL (337) 737-2470.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9387 ***********************************************************************
 DJ9387  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9387  DESIGNATION -  876 8094 E TIDAL
 DJ9387  PID         -  DJ9387
 DJ9387  STATE/COUNTY-  LA/CAMERON
 DJ9387  USGS QUAD   -  CAMERON (1982)
 DJ9387
 DJ9387                         *CURRENT SURVEY CONTROL
 DJ9387  ___________________________________________________________________
 DJ9387* NAD 83(2007)-  29 46 05.85401(N)    093 20 29.04587(W)     ADJUSTED  
 DJ9387* NAVD 88     -         1.54   (meters)       5.1    (feet)  GPS OBS(2006.81)
 DJ9387  **This station is located in a suspected subsidence area (see below).
 DJ9387  ___________________________________________________________________
 DJ9387  EPOCH DATE  -        2002.00
 DJ9387  X           -    -322,961.327 (meters)                     COMP
 DJ9387  Y           -  -5,531,612.268 (meters)                     COMP
 DJ9387  Z           -   3,148,091.610 (meters)                     COMP
 DJ9387  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DJ9387  ELLIP HEIGHT-         -25.132 (meters)          (03/12/08) ADJUSTED
 DJ9387  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DJ9387  HORZ ORDER  -  A
 DJ9387  ELLP ORDER  -  THIRD     CLASS I
 DJ9387
 DJ9387.The horizontal coordinates were established by GPS observations
 DJ9387.and adjusted by the National Geodetic Survey in March 2008.
 DJ9387
 DJ9387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9387.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9387.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9387.The epoch date for horizontal control is a decimal equivalence
 DJ9387.of Year/Month/Day.
 DJ9387
 DJ9387.The orthometric height was determined by GPS observations and a
 DJ9387.high-resolution geoid model.
 DJ9387 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9387 ** and geoid heights are valid at the date of observation. These heights
 DJ9387 ** must always be validated when used as control.
 DJ9387 ** The orthometric height was determined by GPS observations using
 DJ9387 ** precise GPS observation and processing techniques and a new
 DJ9387 ** realization of GEOID03. It supersedes any height that may have been
 DJ9387 ** previously determined for this station.
 DJ9387 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9387 ** epoch indicated which incorporates improved geoid heights for the
 DJ9387 ** Southern Louisiana Subsidence area.
 DJ9387 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9387
 DJ9387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9387
 DJ9387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9387
 DJ9387.The ellipsoidal height was determined by GPS observations
 DJ9387.and is referenced to NAD 83.
 DJ9387
 DJ9387.The geoid height was determined by GEOID03.
 DJ9387
 DJ9387;                    North         East     Units Scale Factor Converg.
 DJ9387;SPC LA S     -   142,284.825   805,823.212   MT  0.99993393   -1 00 14.6
 DJ9387;SPC LA S     -   466,812.80  2,643,771.65   sFT  0.99993393   -1 00 14.6
 DJ9387;UTM  15      - 3,293,159.586   466,996.279   MT  0.99961344   -0 10 10.2
 DJ9387
 DJ9387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9387!SPC LA S     -   1.00000395  x   0.99993393  =   0.99993788
 DJ9387!UTM  15      -   1.00000395  x   0.99961344  =   0.99961739
 DJ9387
 DJ9387                          SUPERSEDED SURVEY CONTROL
 DJ9387
 DJ9387.No superseded survey control is available for this station.
 DJ9387
 DJ9387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6699693160(NAD 83)
 DJ9387_MARKER: F = FLANGE-ENCASED ROD
 DJ9387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9387_STAMPING: 8094E 2004
 DJ9387_MARK LOGO: NOS   
 DJ9387_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ9387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9387+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DJ9387
 DJ9387  HISTORY     - Date     Condition        Report By
 DJ9387  HISTORY     - 2004     MONUMENTED       NOS
 DJ9387  HISTORY     - 20061025 GOOD             NGS
 DJ9387
 DJ9387                          STATION DESCRIPTION
 DJ9387
 DJ9387'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9387'MARK RECOVERED IN GOOD CONDITION. T0 REACH FROM THE JUNCTION OF LA-27
 DJ9387'AND DAVIS ROAD IN CAMERON, GO 2.55 MI (4.1 KM) SOUTH ON DAVIS ROAD TO
 DJ9387'THE BOAT RAMP AREA AND THE MARK ON THE NORTH SIDE NEAR ENTRANCE.
 DJ9387' 
 DJ9387'MARK IS 91 FT (27.7 M) NORTHWEST OF DAVIS ROAD CENTERLINE, 42 FT (12.8
 DJ9387'M) NORTH OF THE BOAT RAMP PARKING AREA, 18 FT (5.5 M) SOUTH OF TOP OF
 DJ9387'BANK, 3.75 FT (1.1 M) SOUTH OF A WITNESS POST AND 3.5 FT (1.1 M)
 DJ9387'EAST-SOUTHEAST OF SECURITY TIE DOWN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3191 ***********************************************************************
 DH3191  HT_MOD      -  This is a 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(2007)-  29 42 48.11756(N)    089 59 24.30791(W)     ADJUSTED  
 DH3191* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3191  **This station is located in a suspected subsidence area (see below).
 DH3191  ___________________________________________________________________
 DH3191  EPOCH DATE  -        2002.00
 DH3191  X           -         959.344 (meters)                     COMP
 DH3191  Y           -  -5,544,056.656 (meters)                     COMP
 DH3191  Z           -   3,142,807.448 (meters)                     COMP
 DH3191  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH3191  ELLIP HEIGHT-         -20.380 (meters)          (02/10/07) ADJUSTED
 DH3191  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 DH3191
 DH3191  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3191  Type    PID    Designation                      North   East  Ellip
 DH3191  -------------------------------------------------------------------
 DH3191  NETWORK DH3191 898+42.57=LMS170                  0.73   0.63   1.31
 DH3191  -------------------------------------------------------------------
 DH3191
 DH3191.The horizontal coordinates were established by GPS observations
 DH3191.and adjusted by the National Geodetic Survey in February 2007.
 DH3191
 DH3191.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3191.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3191.The horizontal coordinates are valid at the epoch date displayed above.
 DH3191.The epoch date for horizontal control is a decimal equivalence
 DH3191.of Year/Month/Day.
 DH3191
 DH3191.The orthometric height was determined by GPS observations and a
 DH3191.high-resolution geoid model.
 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 has not been validated since last determined
 DH3191 ** by differential leveling and should not be used for control purposes.
 DH3191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 DH3191.Photographs are available for this station.
 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     -   135,257.005 1,129,964.816   MT  0.99993826   +0 40 17.9
 DH3191;SPC LA S     -   443,755.69  3,707,226.23   sFT  0.99993826   +0 40 17.9
 DH3191;UTM  16      - 3,290,768.220   210,720.752   MT  1.00063265   -1 28 59.2
 DH3191;UTM  15      - 3,290,818.076   791,198.523   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  NAD 83(1992)-  29 42 48.11772(N)    089 59 24.30808(W) AD(       ) B
 DH3191  ELLIP H (05/09/05)  -20.370  (m)                       GP(       ) 4 2
 DH3191
 DH3191.Superseded values are not recommended for survey control.
 DH3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3191.See file dsdata.txt to determine how the superseded data were derived.
 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 - July 23, 2008
 DH3191
 DH3191  HISTORY     - Date     Condition        Report By
 DH3191  HISTORY     - UNK      MONUMENTED       USACE
 DH3191  HISTORY     - 20050512 GOOD             3001
 DH3191  HISTORY     - 20080723 GOOD             JCLS
 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.
 DH3191
 DH3191                          STATION RECOVERY (2008)
 DH3191
 DH3191'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DH3191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 00.5
 CQ3276:UTM  15      -  8H002                                    046 23 31.5
 CQ3276
 CQ3276|---------------------------------------------------------------------|
 CQ3276| PID    Reference Object                     Distance      Geod. Az  |
 CQ3276|                                                           dddmmss.s |
 CQ3276| CQ3277 8H002                               APPROX. 1.9 KM 0460031.2 |
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  32 31 42.29055(N)    093 40 26.00476(W)     ADJUSTED  
 CQ3279* NAVD 88     -        57.71   (+/-2cm)     189.3    (feet)  VERTCON   
 CQ3279  ___________________________________________________________________
 CQ3279  EPOCH DATE  -        2002.00
 CQ3279  X           -    -344,916.937 (meters)                     COMP
 CQ3279  Y           -  -5,371,742.649 (meters)                     COMP
 CQ3279  Z           -   3,409,997.294 (meters)                     COMP
 CQ3279  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3279  ELLIP HEIGHT-          31.652 (meters)          (02/10/07) ADJUSTED
 CQ3279  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CQ3279
 CQ3279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3279  Type    PID    Designation                      North   East  Ellip
 CQ3279  -------------------------------------------------------------------
 CQ3279  NETWORK CQ3279 8H004                             1.90   2.27   4.25
 CQ3279  -------------------------------------------------------------------
 CQ3279  VERT ORDER  -  THIRD ? (See Below)
 CQ3279
 CQ3279.The horizontal coordinates were established by GPS observations
 CQ3279.and adjusted by the National Geodetic Survey in February 2007.
 CQ3279
 CQ3279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3279.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3279.The epoch date for horizontal control is a decimal equivalence
 CQ3279.of Year/Month/Day.
 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     -   225,502.584   889,721.613   MT  0.99997140   -0 37 14.3
 CQ3279;SPC LA N     -   739,836.39  2,919,028.33   sFT  0.99997140   -0 37 14.3
 CQ3279;UTM  15      - 3,599,208.980   436,714.605   MT  0.99964939   -0 21 44.5
 CQ3279
 CQ3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3279!SPC LA N     -   0.99999503  x   0.99997140  =   0.99996643
 CQ3279!UTM  15      -   0.99999503  x   0.99964939  =   0.99964442
 CQ3279
 CQ3279:                Primary Azimuth Mark                     Grid Az
 CQ3279:SPC LA N     -  8H005                                    074 07 13.6
 CQ3279:UTM  15      -  8H005                                    073 51 43.8
 CQ3279
 CQ3279|---------------------------------------------------------------------|
 CQ3279| PID    Reference Object                     Distance      Geod. Az  |
 CQ3279|                                                           dddmmss.s |
 CQ3279| CQ3280 8H005                               APPROX. 2.7 KM 0732959.3 |
 CQ3279| CQ3143 BARKSDALE AFB WATER TANK 1          APPROX. 3.7 KM 2060750.1 |
 CQ3279|---------------------------------------------------------------------|
 CQ3279
 CQ3279                          SUPERSEDED SURVEY CONTROL
 CQ3279
 CQ3279  ELLIP H (02/20/02)   31.625  (m)                       GP(       ) 4 1
 CQ3279  NAD 83(1992)-  32 31 42.29096(N)    093 40 26.00411(W) AD(       ) 1
 CQ3279  ELLIP H (03/31/95)   31.737  (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 = MARCH 13, 2009
 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  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 57.5
 CQ3280:UTM  15      -  8H006                                    074 07 27.1
 CQ3280
 CQ3280|---------------------------------------------------------------------|
 CQ3280| PID    Reference Object                     Distance      Geod. Az  |
 CQ3280|                                                           dddmmss.s |
 CQ3280| CQ3259 8H006                               APPROX. 2.8 KM 0734636.2 |
 CQ3280| CQ3265 BARKSDALE AFB WATER TANK 2          APPROX. 2.3 KM 1920954.9 |
 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    3  
 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 = MARCH 13, 2009
 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  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 39.5
 CQ3259:UTM  15      -  8H018                                    255 00 08.4
 CQ3259
 CQ3259|---------------------------------------------------------------------|
 CQ3259| PID    Reference Object                     Distance      Geod. Az  |
 CQ3259|                                                           dddmmss.s |
 CQ3259| CQ3281 8H018                               APPROX. 0.8 KM 2544012.8 |
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3259+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2008
 CQ3259
 CQ3259  HISTORY     - Date     Condition        Report By
 CQ3259  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3259  HISTORY     - 20020511 MARK NOT FOUND   USPS
 CQ3259  HISTORY     - 20080828 GOOD             GEOCAC
 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.
 CQ3259
 CQ3259                          STATION RECOVERY (2008)
 CQ3259
 CQ3259'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080717 POOR             GEOCAC
 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.
 CQ3261
 CQ3261                          STATION RECOVERY (2008)
 CQ3261
 CQ3261'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3261'DISK MISSING FROM TOP OF CONCRETE MASS. CONCRETE MASS AND METAL
 CQ3261'WITNESS POST ARE STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080820 GOOD             GEOCAC
 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.
 CQ3054
 CQ3054                          STATION RECOVERY (2008)
 CQ3054
 CQ3054'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080820 GOOD             GEOCAC
 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.
 CQ3057
 CQ3057                          STATION RECOVERY (2008)
 CQ3057
 CQ3057'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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-         -26.04  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  32 32 26.32561(N)    093 37 30.67519(W)     ADJUSTED  
 CQ3281* NAVD 88     -        50.79   (+/-2cm)     166.6    (feet)  VERTCON   
 CQ3281  ___________________________________________________________________
 CQ3281  EPOCH DATE  -        2002.00
 CQ3281  X           -    -340,304.217 (meters)                     COMP
 CQ3281  Y           -  -5,371,299.982 (meters)                     COMP
 CQ3281  Z           -   3,411,137.166 (meters)                     COMP
 CQ3281  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3281  ELLIP HEIGHT-          24.705 (meters)          (02/10/07) ADJUSTED
 CQ3281  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3281
 CQ3281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3281  Type    PID    Designation                      North   East  Ellip
 CQ3281  -------------------------------------------------------------------
 CQ3281  NETWORK CQ3281 8H018                             2.23   2.53   5.04
 CQ3281  -------------------------------------------------------------------
 CQ3281  VERT ORDER  -  THIRD ? (See Below)
 CQ3281
 CQ3281.The horizontal coordinates were established by GPS observations
 CQ3281.and adjusted by the National Geodetic Survey in February 2007.
 CQ3281
 CQ3281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3281.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3281.The epoch date for horizontal control is a decimal equivalence
 CQ3281.of Year/Month/Day.
 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     -   226,810.420   894,310.786   MT  0.99997369   -0 35 41.6
 CQ3281;SPC LA N     -   744,127.19  2,934,084.64   sFT  0.99997369   -0 35 41.6
 CQ3281;UTM  15      - 3,600,537.067   441,296.336   MT  0.99964249   -0 20 10.7
 CQ3281
 CQ3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3281!SPC LA N     -   0.99999612  x   0.99997369  =   0.99996981
 CQ3281!UTM  15      -   0.99999612  x   0.99964249  =   0.99963861
 CQ3281
 CQ3281:                Primary Azimuth Mark                     Grid Az
 CQ3281:SPC LA N     -  8H019                                    349 49 34.7
 CQ3281:UTM  15      -  8H019                                    349 34 03.8
 CQ3281
 CQ3281|---------------------------------------------------------------------|
 CQ3281| PID    Reference Object                     Distance      Geod. Az  |
 CQ3281|                                                           dddmmss.s |
 CQ3281| CQ3282 8H019                               APPROX. 1.3 KM 3491353.1 |
 CQ3281|---------------------------------------------------------------------|
 CQ3281
 CQ3281                          SUPERSEDED SURVEY CONTROL
 CQ3281
 CQ3281  ELLIP H (02/20/02)   24.678  (m)                       GP(       ) 4 1
 CQ3281  NAD 83(1992)-  32 32 26.32592(N)    093 37 30.67441(W) AD(       ) 1
 CQ3281  ELLIP H (03/31/95)   24.790  (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 - October 24, 2008
 CQ3281
 CQ3281  HISTORY     - Date     Condition        Report By
 CQ3281  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3281  HISTORY     - 1989     GOOD             USPSQD
 CQ3281  HISTORY     - 19920609 GOOD             BCED
 CQ3281  HISTORY     - 20081024 GOOD             GEOCAC
 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.
 CQ3281
 CQ3281                          STATION RECOVERY (2008)
 CQ3281
 CQ3281'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  32 33 07.09800(N)    093 37 39.83048(W)     ADJUSTED  
 CQ3282* NAVD 88     -        50.47   (+/-2cm)     165.6    (feet)  VERTCON   
 CQ3282  ___________________________________________________________________
 CQ3282  EPOCH DATE  -        2002.00
 CQ3282  X           -    -340,499.858 (meters)                     COMP
 CQ3282  Y           -  -5,370,610.267 (meters)                     COMP
 CQ3282  Z           -   3,412,195.734 (meters)                     COMP
 CQ3282  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ3282  ELLIP HEIGHT-          24.390 (meters)          (02/10/07) ADJUSTED
 CQ3282  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CQ3282
 CQ3282  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3282  Type    PID    Designation                      North   East  Ellip
 CQ3282  -------------------------------------------------------------------
 CQ3282  NETWORK CQ3282 8H019                             2.23   2.53   5.02
 CQ3282  -------------------------------------------------------------------
 CQ3282  VERT ORDER  -  THIRD ? (See Below)
 CQ3282
 CQ3282.The horizontal coordinates were established by GPS observations
 CQ3282.and adjusted by the National Geodetic Survey in February 2007.
 CQ3282
 CQ3282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3282.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3282.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3282.The epoch date for horizontal control is a decimal equivalence
 CQ3282.of Year/Month/Day.
 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     -   228,068.778   894,084.987   MT  0.99997586   -0 35 46.4
 CQ3282;SPC LA N     -   748,255.65  2,933,343.83   sFT  0.99997586   -0 35 46.4
 CQ3282;UTM  15      - 3,601,793.977   441,064.938   MT  0.99964283   -0 20 16.0
 CQ3282
 CQ3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3282!SPC LA N     -   0.99999617  x   0.99997586  =   0.99997203
 CQ3282!UTM  15      -   0.99999617  x   0.99964283  =   0.99963900
 CQ3282
 CQ3282:                Primary Azimuth Mark                     Grid Az
 CQ3282:SPC LA N     -  8H020                                    052 31 01.6
 CQ3282:UTM  15      -  8H020                                    052 15 31.2
 CQ3282
 CQ3282|---------------------------------------------------------------------|
 CQ3282| PID    Reference Object                     Distance      Geod. Az  |
 CQ3282|                                                           dddmmss.s |
 CQ3282| CQ3263 8H020                               APPROX. 0.8 KM 0515515.2 |
 CQ3282|---------------------------------------------------------------------|
 CQ3282
 CQ3282                          SUPERSEDED SURVEY CONTROL
 CQ3282
 CQ3282  ELLIP H (02/20/02)   24.363  (m)                       GP(       ) 4 1
 CQ3282  NAD 83(1992)-  32 33 07.09830(N)    093 37 39.82971(W) AD(       ) 1
 CQ3282  ELLIP H (03/31/95)   24.475  (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 - October 24, 2008
 CQ3282
 CQ3282  HISTORY     - Date     Condition        Report By
 CQ3282  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3282  HISTORY     - 19920609 GOOD             BCED
 CQ3282  HISTORY     - 20020511 GOOD             USPS
 CQ3282  HISTORY     - 20081024 GOOD             GEOCAC
 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.
 CQ3282
 CQ3282                          STATION RECOVERY (2008)
 CQ3282
 CQ3282'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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                             94.326 METERS 14416     |
 CQ3263| CQ3262 HARPER RM 2                          81.270 METERS 15243     |
 CQ3263| CQ3282 8H019                               APPROX. 0.8 KM 2315528.3 |
 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ3263+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 CQ3263
 CQ3263  HISTORY     - Date     Condition        Report By
 CQ3263  HISTORY     - 1976     MONUMENTED       LADTD
 CQ3263  HISTORY     - 20020511 GOOD             USPS
 CQ3263  HISTORY     - 20081024 GOOD             GEOCAC
 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.
 CQ3263
 CQ3263                          STATION RECOVERY (2008)
 CQ3263
 CQ3263'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   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.
 CQ2356
 CQ2356                          STATION RECOVERY (2006)
 CQ2356
 CQ2356'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2356' 
 CQ2356' 
 CQ2356' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   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.
 CQ2353
 CQ2353                          STATION RECOVERY (2006)
 CQ2353
 CQ2353'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2353' 
 CQ2353' 
 CQ2353' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2352
 CQ2352                          STATION RECOVERY (2006)
 CQ2352
 CQ2352'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2352' 
 CQ2352' 
 CQ2352' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2351
 CQ2351                          STATION RECOVERY (2006)
 CQ2351
 CQ2351'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2351' 
 CQ2351' 
 CQ2351' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2350
 CQ2350                          STATION RECOVERY (2006)
 CQ2350
 CQ2350'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2350' 
 CQ2350' 
 CQ2350' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2348
 CQ2348                          STATION RECOVERY (2006)
 CQ2348
 CQ2348'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2348' 
 CQ2348' 
 CQ2348' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2362
 CQ2362                          STATION RECOVERY (2006)
 CQ2362
 CQ2362'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2362' 
 CQ2362' 
 CQ2362' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 36 26.72823(N)    090 42 51.92414(W)     NO CHECK  
 AH6480* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6480  **This station is located in a suspected subsidence area (see below).
 AH6480  ___________________________________________________________________
 AH6480  EPOCH DATE  -        2002.00
 AH6480  X           -     -69,199.684 (meters)                     COMP
 AH6480  Y           -  -5,549,432.602 (meters)                     COMP
 AH6480  Z           -   3,132,600.654 (meters)                     COMP
 AH6480  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6480  ELLIP HEIGHT-         -24.908 (meters)          (02/10/07) NO CHECK
 AH6480  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6480
 AH6480  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6480  Type    PID    Designation                      North   East  Ellip
 AH6480  -------------------------------------------------------------------
 AH6480  NETWORK AH6480 90 EB 01                          4.59   3.61  10.70
 AH6480  -------------------------------------------------------------------
 AH6480
 AH6480.The horizontal coordinates were established by GPS observations
 AH6480.and adjusted by the National Geodetic Survey in February 2007.
 AH6480
 AH6480.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6480.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6480.No horizontal observational check was made to the station.
 AH6480.The horizontal coordinates are valid at the epoch date displayed above.
 AH6480.The epoch date for horizontal control is a decimal equivalence
 AH6480.of Year/Month/Day.
 AH6480
 AH6480.The orthometric height was determined by GPS observations and a
 AH6480.high-resolution geoid model.
 AH6480 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6480 ** and geoid heights are valid at the date of observation. These heights
 AH6480 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,914.537 1,059,946.618   MT  0.99994917   +0 18 34.1
 AH6480;SPC LA S     -   403,262.11  3,477,508.20   sFT  0.99994917   +0 18 34.1
 AH6480;UTM  15      - 3,277,467.863   721,331.296   MT  1.00020448   +1 07 46.8
 AH6480
 AH6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6480!SPC LA S     -   1.00000391  x   0.99994917  =   0.99995308
 AH6480!UTM  15      -   1.00000391  x   1.00020448  =   1.00020839
 AH6480
 AH6480                          SUPERSEDED SURVEY CONTROL
 AH6480
 AH6480  ELLIP H (02/21/02)  -24.929  (m)                       GP(       ) 5 1
 AH6480  NAD 83(1992)-  29 36 26.72856(N)    090 42 51.92467(W) AD(       ) 1
 AH6480  ELLIP H (12/17/98)  -24.945  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DH3198 ***********************************************************************
 DH3198  HT_MOD      -  This is a 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(2007)-  30 50 07.12264(N)    091 36 59.44162(W)     ADJUSTED  
 DH3198* NAVD 88     -        19.57   (meters)      64.2    (feet)  GPS OBS   
 DH3198  ___________________________________________________________________
 DH3198  EPOCH DATE  -        2002.00
 DH3198  X           -    -154,627.725 (meters)                     COMP
 DH3198  Y           -  -5,479,184.552 (meters)                     COMP
 DH3198  Z           -   3,250,225.380 (meters)                     COMP
 DH3198  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DH3198  ELLIP HEIGHT-          -7.650 (meters)          (02/10/07) ADJUSTED
 DH3198  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DH3198
 DH3198  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3198  Type    PID    Designation                      North   East  Ellip
 DH3198  -------------------------------------------------------------------
 DH3198  NETWORK DH3198 924+62.47=LMS170                  0.69   0.63   1.08
 DH3198  -------------------------------------------------------------------
 DH3198
 DH3198.The horizontal coordinates were established by GPS observations
 DH3198.and adjusted by the National Geodetic Survey in February 2007.
 DH3198
 DH3198.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3198.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3198.The horizontal coordinates are valid at the epoch date displayed above.
 DH3198.The epoch date for horizontal control is a decimal equivalence
 DH3198.of Year/Month/Day.
 DH3198
 DH3198.The orthometric height was determined by GPS observations and a
 DH3198.high-resolution geoid model.
 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   972,908.078   MT  1.00003158   -0 08 29.7
 DH3198;SPC LA S     -   849,402.97  3,191,949.25   sFT  1.00003158   -0 08 29.7
 DH3198;UTM  15      - 3,412,169.461   632,308.776   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  NAD 83(1992)-  30 50 07.12264(N)    091 36 59.44124(W) AD(       ) B
 DH3198  ELLIP H (05/09/05)   -7.659  (m)                       GP(       ) 4 2
 DH3198
 DH3198.Superseded values are not recommended for survey control.
 DH3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3198.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 CR1103* NAVD 88     -        77.     (meters)     253.     (feet)  SCALED    
 CR1103  ___________________________________________________________________
 CR1103  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CR1103  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 CQ3216* NAVD 88     -        86.     (meters)     282.     (feet)  VERTCON   
 CQ3216  ___________________________________________________________________
 CQ3216  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CQ3216  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 12.1
 CQ3215:UTM  15      -  9H002                                    036 43 43.7
 CQ3215
 CQ3215|---------------------------------------------------------------------|
 CQ3215| PID    Reference Object                     Distance      Geod. Az  |
 CQ3215|                                                           dddmmss.s |
 CQ3215| CQ3275 9H002                               APPROX. 1.1 KM 0361929.9 |
 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    3  
 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 = MARCH 13, 2009
 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  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 40.6
 CQ3275:UTM  15      -  VET                                      103 10 12.4
 CQ3275
 CQ3275|---------------------------------------------------------------------|
 CQ3275| PID    Reference Object                     Distance      Geod. Az  |
 CQ3275|                                                           dddmmss.s |
 CQ3275| CQ3273 VET                                 APPROX. 2.2 KM 1024611.2 |
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU0349* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0349  **This station is located in a suspected 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 was scaled from a topographic map.
 AU0349 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0349 ** and geoid heights are valid at the date of observation. These heights
 AU0349 ** must always be validated when used as control.
 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 more information.
 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.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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1602  **This station is located in a suspected subsidence area (see below).
 BJ1602  ___________________________________________________________________
 BJ1602  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ1602  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ1602  DYNAMIC HT  -           9.4   (meters)      31.    (feet)  COMP
 BJ1602  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 BJ1602
 BJ1602  HORZ ORDER  -  SECOND
 BJ1602  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ1602 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1602 ** and geoid heights are valid at the date of observation. These heights
 BJ1602 ** must always be validated when used as control.
 BJ1602 ** The orthometric height has not been validated since last determined
 BJ1602 ** by differential leveling and should not be used for control purposes.
 BJ1602 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1602 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1602 ** epoch indicated which incorporates improved geoid heights for the
 BJ1602 ** Southern Louisiana Subsidence area.
 BJ1602 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1602.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1275  **This station is located in a suspected subsidence area (see below).
 BJ1275  ___________________________________________________________________
 BJ1275  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BJ1275  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ1275  DYNAMIC HT  -          16.0   (meters)      52.    (feet)  COMP
 BJ1275  MODELED GRAV-     979,350.8   (mgal)                       NAVD 88
 BJ1275
 BJ1275  HORZ ORDER  -  SECOND
 BJ1275  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 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 scaled from a topographic map.
 BJ1275 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1275 ** and geoid heights are valid at the date of observation. These heights
 BJ1275 ** must always be validated when used as control.
 BJ1275 ** The orthometric height has not been validated since last determined
 BJ1275 ** by differential leveling and should not be used for control purposes.
 BJ1275 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1275 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1275 ** epoch indicated which incorporates improved geoid heights for the
 BJ1275 ** Southern Louisiana Subsidence area.
 BJ1275 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1275.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1272  **This station is located in a suspected subsidence area (see below).
 BJ1272  ___________________________________________________________________
 BJ1272  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BJ1272  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ1272  DYNAMIC HT  -          28.0   (meters)      92.    (feet)  COMP
 BJ1272  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 BJ1272
 BJ1272  HORZ ORDER  -  SECOND
 BJ1272  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ1272 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1272 ** and geoid heights are valid at the date of observation. These heights
 BJ1272 ** must always be validated when used as control.
 BJ1272 ** The orthometric height has not been validated since last determined
 BJ1272 ** by differential leveling and should not be used for control purposes.
 BJ1272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1272 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1272 ** epoch indicated which incorporates improved geoid heights for the
 BJ1272 ** Southern Louisiana Subsidence area.
 BJ1272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1272.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1267  **This station is located in a suspected subsidence area (see below).
 BJ1267  ___________________________________________________________________
 BJ1267  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BJ1267  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1267  DYNAMIC HT  -          40.3   (meters)     132.    (feet)  COMP
 BJ1267  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 BJ1267
 BJ1267  HORZ ORDER  -  SECOND
 BJ1267  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ1267 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1267 ** and geoid heights are valid at the date of observation. These heights
 BJ1267 ** must always be validated when used as control.
 BJ1267 ** The orthometric height has not been validated since last determined
 BJ1267 ** by differential leveling and should not be used for control purposes.
 BJ1267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1267 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1267 ** epoch indicated which incorporates improved geoid heights for the
 BJ1267 ** Southern Louisiana Subsidence area.
 BJ1267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1267.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1265  **This station is located in a suspected subsidence area (see below).
 BJ1265  ___________________________________________________________________
 BJ1265  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BJ1265  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ1265  DYNAMIC HT  -          38.0   (meters)     125.    (feet)  COMP
 BJ1265  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 BJ1265
 BJ1265  HORZ ORDER  -  SECOND
 BJ1265  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ1265 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1265 ** and geoid heights are valid at the date of observation. These heights
 BJ1265 ** must always be validated when used as control.
 BJ1265 ** The orthometric height has not been validated since last determined
 BJ1265 ** by differential leveling and should not be used for control purposes.
 BJ1265 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1265 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1265 ** epoch indicated which incorporates improved geoid heights for the
 BJ1265 ** Southern Louisiana Subsidence area.
 BJ1265 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1265.WARNING-Repeat measurements at this control monument indicate possible
 BJ1265.vertical movement.
 BJ1265.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1262  **This station is located in a suspected subsidence area (see below).
 BJ1262  ___________________________________________________________________
 BJ1262  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BJ1262  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1262  DYNAMIC HT  -          45.6   (meters)     150.    (feet)  COMP
 BJ1262  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BJ1262
 BJ1262  HORZ ORDER  -  SECOND
 BJ1262  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ1262 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1262 ** and geoid heights are valid at the date of observation. These heights
 BJ1262 ** must always be validated when used as control.
 BJ1262 ** The orthometric height has not been validated since last determined
 BJ1262 ** by differential leveling and should not be used for control purposes.
 BJ1262 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1262 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1262 ** epoch indicated which incorporates improved geoid heights for the
 BJ1262 ** Southern Louisiana Subsidence area.
 BJ1262 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1262.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2926  **This station is located in a suspected subsidence area (see below).
 BJ2926  ___________________________________________________________________
 BJ2926  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 BJ2926  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2926 ** and geoid heights are valid at the date of observation. These heights
 BJ2926 ** must always be validated when used as control.
 BJ2926 ** The orthometric height has not been validated since last determined
 BJ2926 ** by differential leveling and should not be used for control purposes.
 BJ2926 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2926 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2926 ** epoch indicated which incorporates improved geoid heights for the
 BJ2926 ** Southern Louisiana Subsidence area.
 BJ2926 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20050715 GOOD             GEOCAC
 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.
 CQ0056
 CQ0056                          STATION RECOVERY (2005)
 CQ0056
 CQ0056'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 59 20.98723(N)    090 05 14.21505(W)     ADJUSTED  
 AU0429* NAVD 88     -         1.75   (meters)       5.7    (feet)  GPS OBS(2006.81)
 AU0429  **This station is located in a suspected subsidence area (see below).
 AU0429  **This station is included in the VTDP model (see below).
 AU0429  ___________________________________________________________________
 AU0429  EPOCH DATE  -        2002.00
 AU0429  X           -      -8,422.391 (meters)                     COMP
 AU0429  Y           -  -5,528,829.669 (meters)                     COMP
 AU0429  Z           -   3,169,321.149 (meters)                     COMP
 AU0429  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU0429  ELLIP HEIGHT-         -24.366 (meters)          (03/12/08) ADJUSTED
 AU0429  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AU0429
 AU0429  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0429  Type    PID    Designation                      North   East  Ellip
 AU0429  -------------------------------------------------------------------
 AU0429  NETWORK AU0429 A 148                             1.00   0.80   2.14
 AU0429  -------------------------------------------------------------------
 AU0429  ELLP ORDER  -  THIRD     CLASS I
 AU0429
 AU0429.The horizontal coordinates were established by GPS observations
 AU0429.and adjusted by the National Geodetic Survey in February 2007.
 AU0429
 AU0429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0429.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU0429.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AU0429 ** Positioning (VTDP) model and has been validated through GPS observations
 AU0429 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AU0429;SPC LA S     -   165,718.905 1,120,228.627   MT  0.99992577   +0 37 22.9
 AU0429;SPC LA S     -   543,696.11  3,675,283.42   sFT  0.99992577   +0 37 22.9
 AU0429;UTM  15      - 3,321,156.788   781,016.430   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  ELLIP H (02/10/07)  -24.371  (m)                       GP(       )    
 AU0429  NAD 83(1992)-  29 59 20.98734(N)    090 05 14.21492(W) AD(2004.65) B
 AU0429  ELLIP H (06/22/05)  -24.378  (m)                       GP(2004.65) 4 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 02, 2008
 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  HISTORY     - 20060406 GOOD             NGS
 AU0429  HISTORY     - 20080402 GOOD             SJB
 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.
 AU0429
 AU0429                          STATION RECOVERY (2006)
 AU0429
 AU0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0429'RECOVERED AS DESCRIBED.
 AU0429
 AU0429                          STATION RECOVERY (2008)
 AU0429
 AU0429'RECOVERY NOTE BY SJB GROUP INCORPORATED 2008 (BH)
 AU0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 37 28.58843(N)    089 54 10.66940(W)     ADJUSTED  
 AT0407* NAVD 88     -         0.66   (meters)       2.2    (feet)  GPS OBS(2006.81)
 AT0407  **This station is located in a suspected subsidence area (see below).
 AT0407  **This station is included in the VTDP model (see below).
 AT0407  ___________________________________________________________________
 AT0407  EPOCH DATE  -        2002.00
 AT0407  X           -       9,397.666 (meters)                     COMP
 AT0407  Y           -  -5,548,915.388 (meters)                     COMP
 AT0407  Z           -   3,134,256.853 (meters)                     COMP
 AT0407  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AT0407  ELLIP HEIGHT-         -24.233 (meters)          (03/12/08) ADJUSTED
 AT0407  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AT0407
 AT0407  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0407  Type    PID    Designation                      North   East  Ellip
 AT0407  -------------------------------------------------------------------
 AT0407  NETWORK AT0407 A 152                             1.02   0.88   2.25
 AT0407  -------------------------------------------------------------------
 AT0407  ELLP ORDER  -  THIRD     CLASS I
 AT0407
 AT0407.The horizontal coordinates were established by GPS observations
 AT0407.and adjusted by the National Geodetic Survey in February 2007.
 AT0407
 AT0407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0407.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT0407.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AT0407 ** Positioning (VTDP) model and has been validated through GPS observations
 AT0407 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AT0407;SPC LA S     -   125,521.796 1,138,516.590   MT  0.99994717   +0 42 54.7
 AT0407;SPC LA S     -   411,816.09  3,735,283.18   sFT  0.99994717   +0 42 54.7
 AT0407;UTM  16      - 3,280,711.976   218,906.180   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  ELLIP H (02/10/07)  -24.239  (m)                       GP(       )    
 AT0407  NAD 83(1992)-  29 37 28.58854(N)    089 54 10.66914(W) AD(2004.65) B
 AT0407  ELLIP H (06/22/05)  -24.254  (m)                       GP(2004.65) 4 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_PROJECTION: RECESSED 3 CENTIMETERS
 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 - April 06, 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  HISTORY     - 20060406 GOOD             NGS
 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.
 AT0407
 AT0407                          STATION RECOVERY (2006)
 AT0407
 AT0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 48 58.68013(N)    092 39 46.06322(W)     ADJUSTED  
 BK1060* NAVD 88     -        35.694  (meters)     117.11   (feet)  ADJUSTED  
 BK1060  ___________________________________________________________________
 BK1060  EPOCH DATE  -        2002.00
 BK1060  X           -    -254,703.130 (meters)                     COMP
 BK1060  Y           -  -5,476,540.373 (meters)                     COMP
 BK1060  Z           -   3,248,423.712 (meters)                     COMP
 BK1060  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK1060  ELLIP HEIGHT-           8.620 (meters)          (03/12/08) ADJUSTED
 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  HORZ ORDER  -  A
 BK1060  VERT ORDER  -  FIRST     CLASS I
 BK1060  ELLP ORDER  -  THIRD     CLASS I
 BK1060
 BK1060.The horizontal coordinates were established by GPS observations
 BK1060.and adjusted by the National Geodetic Survey in March 2008.
 BK1060
 BK1060.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1060.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1060.The horizontal coordinates are valid at the epoch date displayed above.
 BK1060.The epoch date for horizontal control is a decimal equivalence
 BK1060.of Year/Month/Day.
 BK1060
 BK1060.The orthometric height was determined by differential leveling
 BK1060.and adjusted in February 1994.
 BK1060
 BK1060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1060
 BK1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1060
 BK1060.The ellipsoidal height was determined by GPS observations
 BK1060.and is referenced to NAD 83.
 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 Scale Factor Converg.
 BK1060;SPC LA S     -   257,495.206   872,787.413   MT  1.00002680   -0 39 53.1
 BK1060;SPC LA S     -   844,798.86  2,863,470.04   sFT  1.00002680   -0 39 53.1
 BK1060;UTM  15      - 3,409,292.275   532,253.234   MT  0.99961283   +0 10 21.9
 BK1060
 BK1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1060!SPC LA S     -   0.99999865  x   1.00002680  =   1.00002545
 BK1060!UTM  15      -   0.99999865  x   0.99961283  =   0.99961148
 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: 15RWQ3225309292(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_MAGNETIC: N = NO MAGNETIC MATERIAL
 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, 2007
 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     - 20060604 GOOD             NGS
 BK1060  HISTORY     - 20060728 GOOD             NGS
 BK1060  HISTORY     - 20070728 GOOD             MAEC
 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 (RLT)
 BK1060'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BK1060
 BK1060                          STATION RECOVERY (2006)
 BK1060
 BK1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 BK1060'RECOVERED IN GOOD CONDITION.
 BK1060
 BK1060                          STATION RECOVERY (2007)
 BK1060
 BK1060'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BK1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1213  **This station is located in a suspected subsidence area (see below).
 BJ1213  ___________________________________________________________________
 BJ1213  X           -     -40,471.763 (meters)                     COMP
 BJ1213  Y           -  -5,499,087.605 (meters)                     COMP
 BJ1213  Z           -   3,220,087.184 (meters)                     COMP
 BJ1213  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ1213  ELLIP HEIGHT-         -14.575 (meters)          (11/16/93) ADJUSTED
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1213 ** and geoid heights are valid at the date of observation. These heights
 BJ1213 ** must always be validated when used as control.
 BJ1213 ** The orthometric height has not been validated since last determined
 BJ1213 ** by differential leveling and should not be used for control purposes.
 BJ1213 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1213 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1213 ** epoch indicated which incorporates improved geoid heights for the
 BJ1213 ** Southern Louisiana Subsidence area.
 BJ1213 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 AU0906 ***********************************************************************
 AU0906  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU0906  DESIGNATION -  A 189
 AU0906  PID         -  AU0906
 AU0906  STATE/COUNTY-  LA/ORLEANS
 AU0906  USGS QUAD   -  NEW ORLEANS EAST (1992)
 AU0906
 AU0906                         *CURRENT SURVEY CONTROL
 AU0906  ___________________________________________________________________
 AU0906* NAD 83(2007)-  29 59 27.32540(N)    090 02 58.21883(W)     ADJUSTED  
 AU0906* NAVD 88     -         0.99   (meters)       3.2    (feet)  GPS OBS(2006.81)
 AU0906  **This station is located in a suspected subsidence area (see below).
 AU0906  ___________________________________________________________________
 AU0906  EPOCH DATE  -        2002.00
 AU0906  X           -      -4,776.991 (meters)                     COMP
 AU0906  Y           -  -5,528,735.814 (meters)                     COMP
 AU0906  Z           -   3,169,489.808 (meters)                     COMP
 AU0906  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AU0906  ELLIP HEIGHT-         -25.119 (meters)          (03/12/08) ADJUSTED
 AU0906  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AU0906  HORZ ORDER  -  A
 AU0906  ELLP ORDER  -  THIRD     CLASS I
 AU0906
 AU0906.The horizontal coordinates were established by GPS observations
 AU0906.and adjusted by the National Geodetic Survey in March 2008.
 AU0906
 AU0906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0906.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0906.The horizontal coordinates are valid at the epoch date displayed above.
 AU0906.The epoch date for horizontal control is a decimal equivalence
 AU0906.of Year/Month/Day.
 AU0906
 AU0906.The orthometric height was determined by GPS observations and a
 AU0906.high-resolution geoid model.
 AU0906 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0906 ** and geoid heights are valid at the date of observation. These heights
 AU0906 ** must always be validated when used as control.
 AU0906 ** The orthometric height was determined by GPS observations using
 AU0906 ** precise GPS observation and processing techniques and a new
 AU0906 ** realization of GEOID03. It supersedes any height that may have been
 AU0906 ** previously determined for this station.
 AU0906 ** The geoid height was determined by a new realization of GEOID03 for the
 AU0906 ** epoch indicated which incorporates improved geoid heights for the
 AU0906 ** Southern Louisiana Subsidence area.
 AU0906 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU0906
 AU0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU0906
 AU0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU0906
 AU0906.The ellipsoidal height was determined by GPS observations
 AU0906.and is referenced to NAD 83.
 AU0906
 AU0906.The geoid height was determined by GEOID03.
 AU0906
 AU0906;                    North         East     Units Scale Factor Converg.
 AU0906;SPC LA S     -   165,954.282 1,123,871.280   MT  0.99992576   +0 38 30.9
 AU0906;SPC LA S     -   544,468.34  3,687,234.36   sFT  0.99992576   +0 38 30.9
 AU0906;UTM  15      - 3,321,445.342   784,657.678   MT  1.00059985   +1 28 33.0
 AU0906;UTM  16      - 3,321,695.701   205,785.525   MT  1.00066813   -1 31 31.6
 AU0906
 AU0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0906!SPC LA S     -   1.00000394  x   0.99992576  =   0.99992970
 AU0906!UTM  15      -   1.00000394  x   1.00059985  =   1.00060380
 AU0906!UTM  16      -   1.00000394  x   1.00066813  =   1.00067208
 AU0906
 AU0906                          SUPERSEDED SURVEY CONTROL
 AU0906
 AU0906  NGVD 29 (??/??/??)    1.187  (m)            3.89   (f) ADJUSTED    1 2
 AU0906
 AU0906.Superseded values are not recommended for survey control.
 AU0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU0906.See file dsdata.txt to determine how the superseded data were derived.
 AU0906
 AU0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8465821445(NAD 83)
 AU0906_MARKER: DB = BENCH MARK DISK
 AU0906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AU0906_SP_SET: BRIDGE ABUTMENT
 AU0906_STAMPING: A 189 1963
 AU0906_MARK LOGO: CGS   
 AU0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0906+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 AU0906
 AU0906  HISTORY     - Date     Condition        Report By
 AU0906  HISTORY     - 1963     MONUMENTED       CGS
 AU0906  HISTORY     - 19961116 GOOD             USPSQD
 AU0906  HISTORY     - 20060411 GOOD             NGS
 AU0906
 AU0906                          STATION DESCRIPTION
 AU0906
 AU0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AU0906'IN NEW ORLEANS.
 AU0906'AT NEW ORLEANS, ABOUT 0.4 MILE NORTHEAST ALONG THE LOUISVILLE AND
 AU0906'NASHVILLE RAILROAD FROM ITS CROSSING WITH THE SOUTHERN RAILWAY, AT THE
 AU0906'LOUISVILLE AND NASHVILLE RAILROAD BRIDGE OVER FRANKLIN AVENUE, SET ON
 AU0906'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 AU0906'BRIDGE, 7.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF NEAR TRACK AND
 AU0906'ABOUT LEVEL WITH THE TRACK BED.
 AU0906
 AU0906                          STATION RECOVERY (1996)
 AU0906
 AU0906'RECOVERY NOTE BY US POWER SQUADRON 1996
 AU0906'RECOVERED IN GOOD CONDITION.
 AU0906
 AU0906                          STATION RECOVERY (2006)
 AU0906
 AU0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0906'RECOVERED AS DESCRIBED. DISK HAS BEEN HAMMERED. YEAR IN STAMPING IS
 AU0906'ABOUT ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  30 14 19.40259(N)    089 37 10.40737(W)     ADJUSTED  
 BH1212* NAVD 88     -         0.74   (meters)       2.4    (feet)  LEVELING(2006.81)
 BH1212  **This station is located in a suspected subsidence area (see below).
 BH1212  **This station is included in the VTDP model (see below).
 BH1212  ___________________________________________________________________
 BH1212  EPOCH DATE  -        2002.00
 BH1212  X           -      36,618.878 (meters)                     COMP
 BH1212  Y           -  -5,514,833.125 (meters)                     COMP
 BH1212  Z           -   3,193,251.064 (meters)                     COMP
 BH1212  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH1212  ELLIP HEIGHT-         -26.023 (meters)          (03/12/08) ADJUSTED
 BH1212  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BH1212
 BH1212  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH1212  Type    PID    Designation                      North   East  Ellip
 BH1212  -------------------------------------------------------------------
 BH1212  NETWORK BH1212 A 193                             1.53   1.31   3.57
 BH1212  -------------------------------------------------------------------
 BH1212  VERT ORDER  -  THIRD
 BH1212  ELLP ORDER  -  THIRD     CLASS I
 BH1212
 BH1212.The horizontal coordinates were established by GPS observations
 BH1212.and adjusted by the National Geodetic Survey in February 2007.
 BH1212
 BH1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1212.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by differential leveling.
 BH1212.The vertical network tie was performed by a horz. field party for horz.
 BH1212.obs reductions. Reset procedures were used to establish the elevation.
 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
 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;                    North         East     Units Scale Factor Converg.
 BH1212;SPC LA S     -   193,961.473 1,164,941.661   MT  0.99993433   +0 51 24.9
 BH1212;SPC LA S     -   636,355.27  3,821,979.43   sFT  0.99993433   +0 51 24.9
 BH1212;UTM  16      - 3,348,141.660   247,913.031   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  ELLIP H (02/10/07)  -26.038  (m)                       GP(       )    
 BH1212  NAD 83(1992)-  30 14 19.40273(N)    089 37 10.40720(W) AD(2004.65) B
 BH1212  ELLIP H (06/22/05)  -26.034  (m)                       GP(2004.65) 4 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: FLUSH
 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 - November 11, 2008
 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  HISTORY     - 20060407 GOOD             NGS
 BH1212  HISTORY     - 20081111 GOOD             JCLS
 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.
 BH1212
 BH1212                          STATION RECOVERY (2006)
 BH1212
 BH1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1212'RECOVERED AS DESCRIBED.
 BH1212
 BH1212                          STATION RECOVERY (2008)
 BH1212
 BH1212'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BH1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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-         -26.09  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 AU1233* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1233  **This station is located in a suspected subsidence area (see below).
 AU1233  ___________________________________________________________________
 AU1233  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AU1233  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1233 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1233 ** and geoid heights are valid at the date of observation. These heights
 AU1233 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0272  **This station is located in a suspected subsidence area (see below).
 BK0272  ___________________________________________________________________
 BK0272  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK0272  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0272 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0272 ** and geoid heights are valid at the date of observation. These heights
 BK0272 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU1504 ***********************************************************************
 AU1504  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 33 12.78714(N)    090 38 19.78090(W)     ADJUSTED  
 AU1504* NAVD 88     -         2.03   (meters)       6.7    (feet)  GPS OBS(2006.81)
 AU1504  **This station is located in a suspected subsidence area (see below).
 AU1504  ___________________________________________________________________
 AU1504  EPOCH DATE  -        2002.00
 AU1504  X           -     -61,910.657 (meters)                     COMP
 AU1504  Y           -  -5,552,468.258 (meters)                     COMP
 AU1504  Z           -   3,127,408.349 (meters)                     COMP
 AU1504  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1504  ELLIP HEIGHT-         -23.110 (meters)          (03/12/08) ADJUSTED
 AU1504  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AU1504  HORZ ORDER  -  A
 AU1504  ELLP ORDER  -  THIRD     CLASS I
 AU1504
 AU1504.The horizontal coordinates were established by GPS observations
 AU1504.and adjusted by the National Geodetic Survey in March 2008.
 AU1504
 AU1504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1504.The horizontal coordinates are valid at the epoch date displayed above.
 AU1504.The epoch date for horizontal control is a decimal equivalence
 AU1504.of Year/Month/Day.
 AU1504
 AU1504.The orthometric height was determined by GPS observations and a
 AU1504.high-resolution geoid model.
 AU1504 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1504 ** and geoid heights are valid at the date of observation. These heights
 AU1504 ** must always be validated when used as control.
 AU1504 ** The orthometric height was determined by GPS observations using
 AU1504 ** precise GPS observation and processing techniques and a new
 AU1504 ** realization of GEOID03. It supersedes any height that may have been
 AU1504 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU1504;SPC LA S     -   116,985.371 1,067,304.767   MT  0.99995602   +0 20 50.1
 AU1504;SPC LA S     -   383,809.50  3,501,649.06   sFT  0.99995602   +0 20 50.1
 AU1504;UTM  15      - 3,271,642.896   728,775.475   MT  1.00024584   +1 09 54.4
 AU1504
 AU1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1504!SPC LA S     -   1.00000363  x   0.99995602  =   0.99995965
 AU1504!UTM  15      -   1.00000363  x   1.00024584  =   1.00024947
 AU1504
 AU1504:                Primary Azimuth Mark                     Grid Az
 AU1504:SPC LA S     -  A 233 AZ MK                              135 51 28.6
 AU1504:UTM  15      -  A 233 AZ MK                              135 02 24.3
 AU1504
 AU1504|---------------------------------------------------------------------|
 AU1504| PID    Reference Object                     Distance      Geod. Az  |
 AU1504|                                                           dddmmss.s |
 AU1504| AH6389 A 233 AZ MK                         APPROX. 0.6 KM 1361218.7 |
 AU1504|---------------------------------------------------------------------|
 AU1504
 AU1504                          SUPERSEDED SURVEY CONTROL
 AU1504
 AU1504  NAD 83(2007)-  29 33 12.78682(N)    090 38 19.78078(W) AD(       ) 0
 AU1504  ELLIP H (02/10/07)  -23.096  (m)                       GP(       )    
 AU1504  ELLIP H (02/21/02)  -23.071  (m)                       GP(       ) 5 1
 AU1504  NAD 83(1992)-  29 33 12.78718(N)    090 38 19.77979(W) AD(       ) 1
 AU1504  ELLIP H (12/17/98)  -23.024  (m)                       GP(       ) 4 2
 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: 15RYN2877571643(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 - November 13, 2008
 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  HISTORY     - 20060530 GOOD             NGS
 AU1504  HISTORY     - 20071030 GOOD             NGS
 AU1504  HISTORY     - 20081113 GOOD             JCLS
 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.
 AU1504
 AU1504                          STATION RECOVERY (2006)
 AU1504
 AU1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1504'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AU1504
 AU1504                          STATION RECOVERY (2007)
 AU1504
 AU1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AU1504'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AU1504'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AU1504'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AU1504'PROTECTIVE BUMPERS TUBES.
 AU1504
 AU1504                          STATION RECOVERY (2008)
 AU1504
 AU1504'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AU1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 32 59.09546(N)    090 38 04.76744(W)     ADJUSTED  
 AH6389* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6389  **This station is located in a suspected subsidence area (see below).
 AH6389  ___________________________________________________________________
 AH6389  EPOCH DATE  -        2002.00
 AH6389  X           -     -61,508.810 (meters)                     COMP
 AH6389  Y           -  -5,552,680.610 (meters)                     COMP
 AH6389  Z           -   3,127,041.594 (meters)                     COMP
 AH6389  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6389  ELLIP HEIGHT-         -23.165 (meters)          (02/10/07) ADJUSTED
 AH6389  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH6389
 AH6389  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6389  Type    PID    Designation                      North   East  Ellip
 AH6389  -------------------------------------------------------------------
 AH6389  NETWORK AH6389 A 233 AZ MK                       1.25   1.23   2.94
 AH6389  -------------------------------------------------------------------
 AH6389
 AH6389.The horizontal coordinates were established by GPS observations
 AH6389.and adjusted by the National Geodetic Survey in February 2007.
 AH6389
 AH6389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6389.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6389.The horizontal coordinates are valid at the epoch date displayed above.
 AH6389.The epoch date for horizontal control is a decimal equivalence
 AH6389.of Year/Month/Day.
 AH6389
 AH6389.The orthometric height was determined by GPS observations and a
 AH6389.high-resolution geoid model.
 AH6389 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6389 ** and geoid heights are valid at the date of observation. These heights
 AH6389 ** must always be validated when used as control.
 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 more information.
 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
 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     -   116,566.284 1,067,711.488   MT  0.99995653   +0 20 57.6
 AH6389;SPC LA S     -   382,434.55  3,502,983.44   sFT  0.99995653   +0 20 57.6
 AH6389;UTM  15      - 3,271,229.537   729,188.256   MT  1.00024817   +1 10 01.4
 AH6389
 AH6389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6389!SPC LA S     -   1.00000364  x   0.99995653  =   0.99996017
 AH6389!UTM  15      -   1.00000364  x   1.00024817  =   1.00025181
 AH6389
 AH6389:                Primary Azimuth Mark                     Grid Az
 AH6389:SPC LA S     -  A 233                                    315 51 28.5
 AH6389:UTM  15      -  A 233                                    315 02 24.7
 AH6389
 AH6389|---------------------------------------------------------------------|
 AH6389| PID    Reference Object                     Distance      Geod. Az  |
 AH6389|                                                           dddmmss.s |
 AH6389| AU1504 A 233                               APPROX. 0.6 KM 3161226.1 |
 AH6389|---------------------------------------------------------------------|
 AH6389
 AH6389                          SUPERSEDED SURVEY CONTROL
 AH6389
 AH6389  ELLIP H (02/21/02)  -23.140  (m)                       GP(       ) 5 1
 AH6389  NAD 83(1992)-  29 32 59.09584(N)    090 38 04.76648(W) AD(       ) 1
 AH6389  ELLIP H (12/17/98)  -23.093  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0469
 CQ0469                          STATION RECOVERY (2008)
 CQ0469
 CQ0469'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2865  **This station is located in a suspected subsidence area (see below).
 BK2865  ___________________________________________________________________
 BK2865  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2865  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK2865 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2865 ** and geoid heights are valid at the date of observation. These heights
 BK2865 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -26.45  (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 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 39.4
 BW1167:SPC MS W     -  J 27 25 USE                              030 47 54.9
 BW1167:UTM  15      -  J 27 25 USE                              029 24 22.1
 BW1167
 BW1167|---------------------------------------------------------------------|
 BW1167| PID    Reference Object                     Distance      Geod. Az  |
 BW1167|                                                           dddmmss.s |
 BW1167| BW2479 J 27 25 USE                         APPROX. 1.4 KM 0301015.9 |
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2826  **This station is located in a suspected subsidence area (see below).
 BK2826  ___________________________________________________________________
 BK2826  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 BK2826  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2826 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2826 ** and geoid heights are valid at the date of observation. These heights
 BK2826 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20081119 GOOD             JCLS
 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.
 CQ1472
 CQ1472                          STATION RECOVERY (2008)
 CQ1472
 CQ1472'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 CQ1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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           -  -5,424,585.558 (meters)                     COMP
 BX2209  Z           -   3,325,760.921 (meters)                     COMP
 BX2209  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BX2209  ELLIP HEIGHT-          33.711 (meters)          (01/02/04) ADJUSTED
 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 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)   33.812  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0985  **This station is located in a suspected subsidence area (see below).
 BJ0985  ___________________________________________________________________
 BJ0985  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ0985  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ0985  DYNAMIC HT  -          14.8   (meters)      49.    (feet)  COMP
 BJ0985  MODELED GRAV-     979,340.4   (mgal)                       NAVD 88
 BJ0985
 BJ0985  HORZ ORDER  -  THIRD
 BJ0985  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0985 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0985 ** and geoid heights are valid at the date of observation. These heights
 BJ0985 ** must always be validated when used as control.
 BJ0985 ** The orthometric height has not been validated since last determined
 BJ0985 ** by differential leveling and should not be used for control purposes.
 BJ0985 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0985 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0985 ** epoch indicated which incorporates improved geoid heights for the
 BJ0985 ** Southern Louisiana Subsidence area.
 BJ0985 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0985.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1127  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1127 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1127 ** and geoid heights are valid at the date of observation. These heights
 BH1127 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AV0548 ***********************************************************************
 AV0548  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0548  DESIGNATION -  A 357
 AV0548  PID         -  AV0548
 AV0548  STATE/COUNTY-  LA/CAMERON
 AV0548  USGS QUAD   -  CAMERON (1982)
 AV0548
 AV0548                         *CURRENT SURVEY CONTROL
 AV0548  ___________________________________________________________________
 AV0548* NAD 83(2007)-  29 48 14.90208(N)    093 20 43.53927(W)     ADJUSTED  
 AV0548* NAVD 88     -         0.61   (meters)       2.0    (feet)  GPS OBS(2006.81)
 AV0548  **This station is located in a suspected subsidence area (see below).
 AV0548  ___________________________________________________________________
 AV0548  EPOCH DATE  -        2002.00
 AV0548  X           -    -323,234.770 (meters)                     COMP
 AV0548  Y           -  -5,529,618.120 (meters)                     COMP
 AV0548  Z           -   3,151,539.685 (meters)                     COMP
 AV0548  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0548  ELLIP HEIGHT-         -26.153 (meters)          (03/12/08) ADJUSTED
 AV0548  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AV0548  HORZ ORDER  -  A
 AV0548  ELLP ORDER  -  THIRD     CLASS I
 AV0548
 AV0548.The horizontal coordinates were established by GPS observations
 AV0548.and adjusted by the National Geodetic Survey in March 2008.
 AV0548
 AV0548.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0548.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AV0548.The horizontal coordinates are valid at the epoch date displayed above.
 AV0548.The epoch date for horizontal control is a decimal equivalence
 AV0548.of Year/Month/Day.
 AV0548
 AV0548.The orthometric height was determined by GPS observations and a
 AV0548.high-resolution geoid model.
 AV0548 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0548 ** and geoid heights are valid at the date of observation. These heights
 AV0548 ** must always be validated when used as control.
 AV0548 ** The orthometric height was determined by GPS observations using
 AV0548 ** precise GPS observation and processing techniques and a new
 AV0548 ** realization of GEOID03. It supersedes any height that may have been
 AV0548 ** previously determined for this station.
 AV0548 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0548 ** epoch indicated which incorporates improved geoid heights for the
 AV0548 ** Southern Louisiana Subsidence area.
 AV0548 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0548
 AV0548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0548
 AV0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0548
 AV0548.The ellipsoidal height was determined by GPS observations
 AV0548.and is referenced to NAD 83.
 AV0548
 AV0548.The geoid height was determined by GEOID03.
 AV0548
 AV0548;                    North         East     Units Scale Factor Converg.
 AV0548;SPC LA S     -   146,264.338   805,503.715   MT  0.99993160   -1 00 21.9
 AV0548;SPC LA S     -   479,868.92  2,642,723.44   sFT  0.99993160   -1 00 21.9
 AV0548;UTM  15      - 3,297,132.756   466,618.980   MT  0.99961375   -0 10 18.1
 AV0548
 AV0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0548!SPC LA S     -   1.00000411  x   0.99993160  =   0.99993571
 AV0548!UTM  15      -   1.00000411  x   0.99961375  =   0.99961786
 AV0548
 AV0548                          SUPERSEDED SURVEY CONTROL
 AV0548
 AV0548  NGVD 29 (??/??/??)    0.728  (m)            2.39   (f) ADJUSTED    1 2
 AV0548
 AV0548.Superseded values are not recommended for survey control.
 AV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0548.See file dsdata.txt to determine how the superseded data were derived.
 AV0548
 AV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6661997133(NAD 83)
 AV0548_MARKER: F = FLANGE-ENCASED ROD
 AV0548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AV0548_STAMPING: A 357 1982
 AV0548_MARK LOGO: NGS   
 AV0548_PROJECTION: FLUSH
 AV0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0548+STABILITY: SURFACE MOTION
 AV0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0548+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AV0548_ROD/PIPE-DEPTH: 36.6 meters
 AV0548
 AV0548  HISTORY     - Date     Condition        Report By
 AV0548  HISTORY     - 1982     MONUMENTED       NGS
 AV0548  HISTORY     - 20050319 GOOD             USPSQD
 AV0548  HISTORY     - 20060502 GOOD             NGS
 AV0548  HISTORY     - 20060503 GOOD             NGS
 AV0548
 AV0548                          STATION DESCRIPTION
 AV0548
 AV0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AV0548'2.4 KM (1.5 MI) WEST FROM CAMERON.
 AV0548'2.4 KILOMETERS (1.5 MILES) WEST ALONG STATE HIGHWAY 27 FROM THE POST
 AV0548'OFFICE IN CAMERON, TO THE EAST BANK OF THE CALCASIEU SHIP CHANNEL AND
 AV0548'THE MARK BETWEEN THE OLD AND THE NEW FERRY CROSSINGS, 10.06 METERS
 AV0548'(33.0 FEET) EAST OF THE WATERS EDGE, 3.78 METERS (12.4 FEET)
 AV0548'EAST-SOUTHEAST OF THE SOUTH END OF THE HEADWALL OF THE OLD FERRY
 AV0548'CROSSING, 1.74 METERS (5.7 FEET) EAST OF A UTILITY POLE WITH LINES
 AV0548'RUNNING TO TWO OTHER UTILITY POLES WITH LIGHTS.
 AV0548'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 AV0548'THE MARK IS 0.06 M ABOVE WATER.
 AV0548
 AV0548                          STATION RECOVERY (2005)
 AV0548
 AV0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0548'RECOVERED IN GOOD CONDITION.
 AV0548
 AV0548                          STATION RECOVERY (2006)
 AV0548
 AV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0548'1.5 METERS EAST OF A WITNESS POST.
 AV0548
 AV0548                          STATION RECOVERY (2006)
 AV0548
 AV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0548'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AU2148 ***********************************************************************
 AU2148  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2148  DESIGNATION -  A 365
 AU2148  PID         -  AU2148
 AU2148  STATE/COUNTY-  LA/JEFFERSON
 AU2148  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2148
 AU2148                         *CURRENT SURVEY CONTROL
 AU2148  ___________________________________________________________________
 AU2148* NAD 83(2007)-  29 50 13.18911(N)    090 06 59.91288(W)     ADJUSTED  
 AU2148* NAVD 88     -         1.12   (meters)       3.7    (feet)  LEVELING(2006.81)
 AU2148  **This station is located in a suspected subsidence area (see below).
 AU2148  **This station is included in the VTDP model (see below).
 AU2148  ___________________________________________________________________
 AU2148  EPOCH DATE  -        2002.00
 AU2148  X           -     -11,272.694 (meters)                     COMP
 AU2148  Y           -  -5,537,236.109 (meters)                     COMP
 AU2148  Z           -   3,154,700.415 (meters)                     COMP
 AU2148  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2148  ELLIP HEIGHT-         -24.572 (meters)          (03/12/08) ADJUSTED
 AU2148  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 AU2148  OBS GRAVITY -     979,307.4   (mgal)                       GRAV_OBS
 AU2148
 AU2148  HORZ ORDER  -  A
 AU2148  VERT ORDER  -  THIRD
 AU2148  ELLP ORDER  -  THIRD     CLASS I
 AU2148
 AU2148.The horizontal coordinates were established by GPS observations
 AU2148.and adjusted by the National Geodetic Survey in March 2008.
 AU2148
 AU2148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2148.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2148.The horizontal coordinates are valid at the epoch date displayed above.
 AU2148.The epoch date for horizontal control is a decimal equivalence
 AU2148.of Year/Month/Day.
 AU2148
 AU2148.The orthometric height was determined by differential leveling.
 AU2148.The vertical network tie was performed by a horz. field party for horz.
 AU2148.obs reductions. Reset procedures were used to establish the elevation.
 AU2148 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2148 ** and geoid heights are valid at the date of observation. These heights
 AU2148 ** must always be validated when used as control.
 AU2148 ** The orthometric height was determined with a Vertical Time-dependent
 AU2148 ** Positioning (VTDP) model and has been validated through GPS observations
 AU2148 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU2148 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2148 ** epoch indicated which incorporates improved geoid heights for the
 AU2148 ** Southern Louisiana Subsidence area
 AU2148 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2148
 AU2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2148
 AU2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2148
 AU2148.The ellipsoidal height was determined by GPS observations
 AU2148.and is referenced to NAD 83.
 AU2148
 AU2148.The geoid height was determined by GEOID03.
 AU2148.The observed gravity was obtained from relative gravimeter ties
 AU2148.to the IGSN71 gravity network.
 AU2148
 AU2148;                    North         East     Units Scale Factor Converg.
 AU2148;SPC LA S     -   148,822.875 1,117,574.891   MT  0.99992981   +0 36 30.1
 AU2148;SPC LA S     -   488,263.05  3,666,576.95   sFT  0.99992981   +0 36 30.1
 AU2148;UTM  15      - 3,304,213.251   778,606.319   MT  1.00055782   +1 26 07.8
 AU2148
 AU2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2148!SPC LA S     -   1.00000386  x   0.99992981  =   0.99993367
 AU2148!UTM  15      -   1.00000386  x   1.00055782  =   1.00056168
 AU2148
 AU2148                          SUPERSEDED SURVEY CONTROL
 AU2148
 AU2148  NGVD 29 (??/??/??)    1.326  (m)            4.35   (f) ADJUSTED    1 2
 AU2148
 AU2148.Superseded values are not recommended for survey control.
 AU2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2148.See file dsdata.txt to determine how the superseded data were derived.
 AU2148
 AU2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7860604213(NAD 83)
 AU2148_MARKER: F = FLANGE-ENCASED ROD
 AU2148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AU2148_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AU2148_STAMPING: A 365 1984
 AU2148_MARK LOGO: NGS   
 AU2148_PROJECTION: FLUSH
 AU2148_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2148+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 AU2148_ROD/PIPE-DEPTH: 26.8 meters
 AU2148_SLEEVE-DEPTH  : 6.1 meters
 AU2148
 AU2148  HISTORY     - Date     Condition        Report By
 AU2148  HISTORY     - 1984     MONUMENTED       NGS
 AU2148  HISTORY     - 1984     GOOD             LA-051
 AU2148  HISTORY     - 19940824 GOOD             NGS
 AU2148  HISTORY     - 20060414 GOOD             NGS
 AU2148
 AU2148                          STATION DESCRIPTION
 AU2148
 AU2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2148'5.5 KM (3.4 MI) SOUTH FROM MARRERO.
 AU2148'5.5 KM (3.4 MI) SOUTHERLY ALONG STATE ROUTE 45 FROM THE JUNCTION OF LA
 AU2148'PALCO BOULEVARD IN MARRERO.  LOCATED AT THE WRNO SHORTWAVE WORLD
 AU2148'TRANSMITTING STATION , ALSO 0.24 KM (0.15 MI) NORTH ALONG STATE ROUTE
 AU2148'45 FROM DELVIS DRIVE LEADING EAST, 26.3 METERS (86.4 FT)
 AU2148'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.5 METERS (44.4 FT)
 AU2148'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF BRICK RADIO STATION
 AU2148'BUILDING, 2.3 METERS (7.6 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 AU2148'CEMENT ENTRANCE DRIVE TO THE STATION, 2.2 METERS (7.3 FT)
 AU2148'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF CEMENT PARKING AREA,
 AU2148'4.9 METERS (16.0 FT) EAST-NORTHEAST OF A 30-INCH OAK TREE AND
 AU2148'18.8 METERS (61.7 FT) EAST-SOUTHEAST OF A POWER LINE POLE WITH THREE
 AU2148'TRANSFORMERS.  NOTE, DRIVEN TO REQUIRED DRIVING RATE.
 AU2148'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AU2148
 AU2148                          STATION RECOVERY (1984)
 AU2148
 AU2148'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 AU2148'RECOVERED IN GOOD CONDITION.
 AU2148
 AU2148                          STATION RECOVERY (1994)
 AU2148
 AU2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AU2148'2.8 KM (1.75 MI) SOUTHERLY ALONG STATE HIGHWAY 45 (BARATARIA
 AU2148'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 3134 IN MARRERO, 26.3 M
 AU2148'(86.3 FT) EAST-NORTHEAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE,
 AU2148'18.8 M (61.7 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH 3
 AU2148'TRANSFORMERS, 13.5 M (44.3 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AU2148'OF THE WRND RADIO STATION, 2.3 M (7.5 FT) NORTHWEST OF THE NORTHWEST
 AU2148'EDGE OF A CEMENT DRIVE LEADING TO THE STATION, AND 2.2 M (7.2 FT)
 AU2148'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE PARKING AREA.
 AU2148'NOTE--THE MARK IS ON PROPERTY OWNED BY WRND WORLDWIDE RADIO, 3711
 AU2148'BARATARIA BOULEVARD, MARRERO, LA 70072, TELEPHONE NUMBER (504)
 AU2148'348-0494.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AU2148
 AU2148                          STATION RECOVERY (2006)
 AU2148
 AU2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2148'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ3243 ***********************************************************************
 BJ3243  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3243  DESIGNATION -  A 368
 BJ3243  PID         -  BJ3243
 BJ3243  STATE/COUNTY-  LA/JEFFERSON
 BJ3243  USGS QUAD   -  INDIAN BEACH (1992)
 BJ3243
 BJ3243                         *CURRENT SURVEY CONTROL
 BJ3243  ___________________________________________________________________
 BJ3243* NAD 83(2007)-  30 00 22.10231(N)    090 11 41.67668(W)     ADJUSTED  
 BJ3243* NAVD 88     -        -2.37   (meters)      -7.8    (feet)  GPS OBS(2006.81)
 BJ3243  **This station is located in a suspected subsidence area (see below).
 BJ3243  ___________________________________________________________________
 BJ3243  EPOCH DATE  -        2002.00
 BJ3243  X           -     -18,804.881 (meters)                     COMP
 BJ3243  Y           -  -5,527,859.628 (meters)                     COMP
 BJ3243  Z           -   3,170,948.853 (meters)                     COMP
 BJ3243  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ3243  ELLIP HEIGHT-         -28.526 (meters)          (03/12/08) ADJUSTED
 BJ3243  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ3243  OBS GRAVITY -     979,315.6   (mgal)                       GRAV_OBS
 BJ3243
 BJ3243  HORZ ORDER  -  A
 BJ3243  ELLP ORDER  -  THIRD     CLASS I
 BJ3243
 BJ3243.The horizontal coordinates were established by GPS observations
 BJ3243.and adjusted by the National Geodetic Survey in March 2008.
 BJ3243
 BJ3243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3243.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3243.The epoch date for horizontal control is a decimal equivalence
 BJ3243.of Year/Month/Day.
 BJ3243
 BJ3243.The orthometric height was determined by GPS observations and a
 BJ3243.high-resolution geoid model.
 BJ3243 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3243 ** and geoid heights are valid at the date of observation. These heights
 BJ3243 ** must always be validated when used as control.
 BJ3243 ** The orthometric height was determined by GPS observations using
 BJ3243 ** precise GPS observation and processing techniques and a new
 BJ3243 ** realization of GEOID03. It supersedes any height that may have been
 BJ3243 ** previously determined for this station.
 BJ3243 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3243 ** epoch indicated which incorporates improved geoid heights for the
 BJ3243 ** Southern Louisiana Subsidence area.
 BJ3243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3243
 BJ3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3243
 BJ3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3243
 BJ3243.The ellipsoidal height was determined by GPS observations
 BJ3243.and is referenced to NAD 83.
 BJ3243
 BJ3243.The geoid height was determined by GEOID03.
 BJ3243.The observed gravity was obtained from relative gravimeter ties
 BJ3243.to the IGSN71 gravity network.
 BJ3243
 BJ3243;                    North         East     Units Scale Factor Converg.
 BJ3243;SPC LA S     -   167,492.500 1,109,825.491   MT  0.99992575   +0 34 09.2
 BJ3243;SPC LA S     -   549,514.98  3,641,152.47   sFT  0.99992575   +0 34 09.2
 BJ3243;UTM  15      - 3,322,779.744   770,582.184   MT  1.00050340   +1 24 13.2
 BJ3243
 BJ3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3243!SPC LA S     -   1.00000448  x   0.99992575  =   0.99993023
 BJ3243!UTM  15      -   1.00000448  x   1.00050340  =   1.00050788
 BJ3243
 BJ3243                          SUPERSEDED SURVEY CONTROL
 BJ3243
 BJ3243  NGVD 29 (??/??/??)   -2.119  (m)           -6.95   (f) ADJUSTED    1 2
 BJ3243
 BJ3243.Superseded values are not recommended for survey control.
 BJ3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ3243.See file dsdata.txt to determine how the superseded data were derived.
 BJ3243
 BJ3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7058222780(NAD 83)
 BJ3243_MARKER: F = FLANGE-ENCASED ROD
 BJ3243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3243_SP_SET: STAINLESS STEEL ROD
 BJ3243_STAMPING: A 368 1984
 BJ3243_MARK LOGO: NGS   
 BJ3243_PROJECTION: FLUSH
 BJ3243_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3243+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 BJ3243_ROD/PIPE-DEPTH: 31.7 meters
 BJ3243
 BJ3243  HISTORY     - Date     Condition        Report By
 BJ3243  HISTORY     - 1984     MONUMENTED       NGS
 BJ3243  HISTORY     - 1984     GOOD             LA-051
 BJ3243  HISTORY     - 1985     GOOD             NGS
 BJ3243  HISTORY     - 19941128 GOOD             NGS
 BJ3243  HISTORY     - 19950120 MARK NOT FOUND   USPSQD
 BJ3243  HISTORY     - 20060404 GOOD             NGS
 BJ3243
 BJ3243                          STATION DESCRIPTION
 BJ3243
 BJ3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BJ3243'3.7 KM (2.3 MI) WEST FROM METAIRIE.
 BJ3243'3.7 KM (2.3 MI) WEST ALONG VETERANS BOULEVARD FROM THE INTERSECTION OF
 BJ3243'NORTH CAUSEWAY BOULEVARD IN METAIRIE AT THE INTERSECTION OF
 BJ3243'TRANSCONTINENTAL DRIVE AND IS SET BY A POWERLINE POLE SUPPORTING THE
 BJ3243'CABLES AND SIGNAL LIGHTS AT THE INTERSECTION OF THE WEST BOUND LANE OF
 BJ3243'VETERANS BOULEVARD, 17.06 METERS (56.0 FT) NORTH OF THE CENTER OF
 BJ3243'VETERANS BOULEVARD WESTBOUND, 12.10 METERS (39.7 FT) EAST OF THE
 BJ3243'CENTERLINE OF TRANSCONTINENTAL DRIVE NORTHBOUND, 22.76 METERS
 BJ3243'(74.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHELL STATION
 BJ3243'BUILDING, 10.14 METERS (33.3 FT) EAST-SOUTHEAST OF A POWER LINE POLE,
 BJ3243'4.57 METERS (15.0 FT) SOUTH OF A FIRE HYDRANT AND 0.6 METER (2.0 FT)
 BJ3243'NORTH OF THE POWER LINE POLE SUPPORT FOR THE CABLES AND SIGNAL LIGHTS.
 BJ3243'NOTE, ROD DRIVEN 55 SECONDS PER FOOT AND ANCHORED.
 BJ3243'THE MARK IS 0.73 METERS  N FROM A WITNESS POST.
 BJ3243'THE MARK IS ABOVE LEVEL WITH VETERANS BOULVARD.
 BJ3243
 BJ3243                          STATION RECOVERY (1984)
 BJ3243
 BJ3243'RECOVERY NOTE BY JEFFERSON PARISH LOUISIANA 1984
 BJ3243'RECOVERED IN GOOD CONDITION.
 BJ3243
 BJ3243                          STATION RECOVERY (1985)
 BJ3243
 BJ3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BJ3243'RECOVERED IN GOOD CONDITION.
 BJ3243
 BJ3243                          STATION RECOVERY (1994)
 BJ3243
 BJ3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BJ3243'IN METAIRIE, AT THE INTERSECTION OF VETERANS MEMORIAL BOULEVARD AND
 BJ3243'TRANSCONTINENTAL DRIVE, 16.8 M (55.1 FT) NORTH OF AND LEVEL WITH THE
 BJ3243'CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 8.5 M (27.9 FT)
 BJ3243'EAST-NORTHEAST OF THE EAST CURB OF THE NORTHBOUND LANES OF THE DRIVE,
 BJ3243'8.4 M (27.6 FT) SOUTHEAST OF THE SOUTH LEG OF A SIGN (SHELL FOOD
 BJ3243'MART), AND 1.2 M (3.9 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 BJ3243'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 BJ3243
 BJ3243                          STATION RECOVERY (1995)
 BJ3243
 BJ3243'RECOVERY NOTE BY US POWER SQUADRON 1995
 BJ3243'MARK NOT FOUND.
 BJ3243
 BJ3243                          STATION RECOVERY (2006)
 BJ3243
 BJ3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AT0738 ***********************************************************************
 AT0738  HT_MOD      -  This is a 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(2007)-  29 34 32.81414(N)    089 47 33.75597(W)     ADJUSTED  
 AT0738* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0738  **This station is located in a suspected subsidence area (see below).
 AT0738  ___________________________________________________________________
 AT0738  EPOCH DATE  -        2002.00
 AT0738  X           -      20,085.050 (meters)                     COMP
 AT0738  Y           -  -5,551,563.283 (meters)                     COMP
 AT0738  Z           -   3,129,552.704 (meters)                     COMP
 AT0738  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AT0738  ELLIP HEIGHT-         -20.825 (meters)          (02/10/07) ADJUSTED
 AT0738  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AT0738
 AT0738  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0738  Type    PID    Designation                      North   East  Ellip
 AT0738  -------------------------------------------------------------------
 AT0738  NETWORK AT0738 A 371                             0.96   0.84   1.59
 AT0738  -------------------------------------------------------------------
 AT0738
 AT0738.The horizontal coordinates were established by GPS observations
 AT0738.and adjusted by the National Geodetic Survey in February 2007.
 AT0738
 AT0738.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0738.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AT0738.The horizontal coordinates are valid at the epoch date displayed above.
 AT0738.The epoch date for horizontal control is a decimal equivalence
 AT0738.of Year/Month/Day.
 AT0738
 AT0738.The orthometric height was determined by GPS observations and a
 AT0738.high-resolution geoid model.
 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 has not been validated since last determined
 AT0738 ** by differential leveling and should not be used for control purposes.
 AT0738 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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;                    North         East     Units Scale Factor Converg.
 AT0738;SPC LA S     -   120,248.793 1,149,265.670   MT  0.99995308   +0 46 13.2
 AT0738;SPC LA S     -   394,516.25  3,770,549.12   sFT  0.99995308   +0 46 13.2
 AT0738;UTM  16      - 3,275,036.022   229,456.047   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  NAD 83(1992)-  29 34 32.81426(N)    089 47 33.75600(W) AD(       ) B
 AT0738  ELLIP H (05/09/05)  -20.823  (m)                       GP(       ) 4 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BH1811 ***********************************************************************
 BH1811  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 04 31.35032(N)    089 56 38.31739(W)     ADJUSTED  
 BH1811* NAVD 88     -        -0.38   (meters)      -1.2    (feet)  GPS OBS(2006.81)
 BH1811  **This station is located in a suspected subsidence area (see below).
 BH1811  ___________________________________________________________________
 BH1811  EPOCH DATE  -        2002.00
 BH1811  X           -       5,401.333 (meters)                     COMP
 BH1811  Y           -  -5,524,048.380 (meters)                     COMP
 BH1811  Z           -   3,177,593.748 (meters)                     COMP
 BH1811  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BH1811  ELLIP HEIGHT-         -26.670 (meters)          (03/12/08) ADJUSTED
 BH1811  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1811  OBS GRAVITY -     979,322.0   (mgal)                       GRAV_OBS
 BH1811
 BH1811  HORZ ORDER  -  A
 BH1811  ELLP ORDER  -  THIRD     CLASS I
 BH1811
 BH1811.The horizontal coordinates were established by GPS observations
 BH1811.and adjusted by the National Geodetic Survey in March 2008.
 BH1811
 BH1811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1811.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH1811.The horizontal coordinates are valid at the epoch date displayed above.
 BH1811.The epoch date for horizontal control is a decimal equivalence
 BH1811.of Year/Month/Day.
 BH1811
 BH1811.The orthometric height was determined by GPS observations and a
 BH1811.high-resolution geoid model.
 BH1811 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1811 ** and geoid heights are valid at the date of observation. These heights
 BH1811 ** must always be validated when used as control.
 BH1811 ** The orthometric height was determined by GPS observations using
 BH1811 ** precise GPS observation and processing techniques and a new
 BH1811 ** realization of GEOID03. It supersedes any height that may have been
 BH1811 ** previously determined for this station.
 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
 BH1811.Photographs are available for this station.
 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.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     -   175,433.354 1,133,939.282   MT  0.99992659   +0 41 40.9
 BH1811;SPC LA S     -   575,567.60  3,720,265.79   sFT  0.99992659   +0 41 40.9
 BH1811;UTM  16      - 3,330,793.304   216,212.447   MT  1.00059373   -1 28 34.8
 BH1811;UTM  15      - 3,331,077.107   794,593.366   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  ELLIP H (09/30/02)  -26.677  (m)                       GP(       ) 4 2
 BH1811  NAD 83(1992)-  30 04 31.34970(N)    089 56 38.31698(W) AD(       ) 1
 BH1811  NAD 83(1992)-  30 04 31.34972(N)    089 56 38.31698(W) AD(       ) 1
 BH1811  ELLIP H (01/21/93)  -26.649  (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  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: F = FLANGE-ENCASED 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1811+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 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  HISTORY     - 20060602 GOOD             NGS
 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.
 BH1811
 BH1811                          STATION RECOVERY (2006)
 BH1811
 BH1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1811'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 22 16.57451(N)    090 37 26.58479(W)     ADJUSTED  
 AU3557* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3557  **This station is located in a suspected subsidence area (see below).
 AU3557  ___________________________________________________________________
 AU3557  EPOCH DATE  -        2002.00
 AU3557  X           -     -60,586.885 (meters)                     COMP
 AU3557  Y           -  -5,562,419.912 (meters)                     COMP
 AU3557  Z           -   3,109,815.948 (meters)                     COMP
 AU3557  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3557  ELLIP HEIGHT-         -24.513 (meters)          (02/10/07) ADJUSTED
 AU3557  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AU3557  DYNAMIC HT  -           0.4   (meters)       1.    (feet)  COMP
 AU3557
 AU3557  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3557  Type    PID    Designation                      North   East  Ellip
 AU3557  -------------------------------------------------------------------
 AU3557  NETWORK AU3557 A 391                             1.12   0.96   2.43
 AU3557  -------------------------------------------------------------------
 AU3557  MODELED GRAV-     979,282.2   (mgal)                       NAVD 88
 AU3557
 AU3557  VERT ORDER  -  THIRD (See Below)
 AU3557
 AU3557.The horizontal coordinates were established by GPS observations
 AU3557.and adjusted by the National Geodetic Survey in February 2007.
 AU3557
 AU3557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3557.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3557.The horizontal coordinates are valid at the epoch date displayed above.
 AU3557.The epoch date for horizontal control is a decimal equivalence
 AU3557.of Year/Month/Day.
 AU3557
 AU3557.The orthometric height was scaled from a topographic map.
 AU3557 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3557 ** and geoid heights are valid at the date of observation. These heights
 AU3557 ** must always be validated when used as control.
 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 more information.
 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 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     -    96,790.452 1,068,861.823   MT  0.99998568   +0 21 16.7
 AU3557;SPC LA S     -   317,553.34  3,506,757.50   sFT  0.99998568   +0 21 16.7
 AU3557;UTM  15      - 3,251,466.484   730,619.979   MT  1.00025632   +1 09 57.0
 AU3557
 AU3557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3557!SPC LA S     -   1.00000385  x   0.99998568  =   0.99998953
 AU3557!UTM  15      -   1.00000385  x   1.00025632  =   1.00026017
 AU3557
 AU3557                          SUPERSEDED SURVEY CONTROL
 AU3557
 AU3557  ELLIP H (02/21/02)  -24.477  (m)                       GP(       ) 5 1
 AU3557  NAD 83(1992)-  29 22 16.57474(N)    090 37 26.58373(W) AD(       ) 1
 AU3557  ELLIP H (12/17/98)  -24.464  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9335 ***********************************************************************
 DJ9335  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9335  DESIGNATION -  A 393
 DJ9335  PID         -  DJ9335
 DJ9335  STATE/COUNTY-  LA/ST TAMMANY
 DJ9335  USGS QUAD   -  BUSH (1983)
 DJ9335
 DJ9335                         *CURRENT SURVEY CONTROL
 DJ9335  ___________________________________________________________________
 DJ9335* NAD 83(2007)-  30 37 27.54196(N)    089 53 51.04620(W)     ADJUSTED  
 DJ9335* NAVD 88     -        20.71   (meters)      67.9    (feet)  GPS OBS(2006.81)
 DJ9335  **This station is located in a suspected subsidence area (see below).
 DJ9335  ___________________________________________________________________
 DJ9335  EPOCH DATE  -        2002.00
 DJ9335  X           -       9,826.107 (meters)                     COMP
 DJ9335  Y           -  -5,493,310.958 (meters)                     COMP
 DJ9335  Z           -   3,230,118.514 (meters)                     COMP
 DJ9335  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DJ9335  ELLIP HEIGHT-          -6.774 (meters)          (03/12/08) ADJUSTED
 DJ9335  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DJ9335  HORZ ORDER  -  A
 DJ9335  ELLP ORDER  -  THIRD     CLASS I
 DJ9335
 DJ9335.The horizontal coordinates were established by GPS observations
 DJ9335.and adjusted by the National Geodetic Survey in March 2008.
 DJ9335
 DJ9335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9335.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9335.The epoch date for horizontal control is a decimal equivalence
 DJ9335.of Year/Month/Day.
 DJ9335
 DJ9335.The orthometric height was determined by GPS observations and a
 DJ9335.high-resolution geoid model.
 DJ9335 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9335 ** and geoid heights are valid at the date of observation. These heights
 DJ9335 ** must always be validated when used as control.
 DJ9335 ** The orthometric height was determined by GPS observations using
 DJ9335 ** precise GPS observation and processing techniques and a new
 DJ9335 ** realization of GEOID03. It supersedes any height that may have been
 DJ9335 ** previously determined for this station.
 DJ9335 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9335 ** epoch indicated which incorporates improved geoid heights for the
 DJ9335 ** Southern Louisiana Subsidence area.
 DJ9335 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9335
 DJ9335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9335
 DJ9335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9335
 DJ9335.The ellipsoidal height was determined by GPS observations
 DJ9335.and is referenced to NAD 83.
 DJ9335
 DJ9335.The geoid height was determined by GEOID03.
 DJ9335
 DJ9335;                    North         East     Units Scale Factor Converg.
 DJ9335;SPC LA S     -   236,335.459 1,137,655.916   MT  0.99998478   +0 43 04.5
 DJ9335;SPC LA S     -   775,377.25  3,732,459.45   sFT  0.99998478   +0 43 04.5
 DJ9335;UTM  16      - 3,391,547.564   222,250.029   MT  1.00055178   -1 28 37.1
 DJ9335
 DJ9335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9335!SPC LA S     -   1.00000106  x   0.99998478  =   0.99998584
 DJ9335!UTM  16      -   1.00000106  x   1.00055178  =   1.00055284
 DJ9335
 DJ9335                          SUPERSEDED SURVEY CONTROL
 DJ9335
 DJ9335.No superseded survey control is available for this station.
 DJ9335
 DJ9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2225091548(NAD 83)
 DJ9335_MARKER: F = FLANGE-ENCASED ROD
 DJ9335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9335_STAMPING: A 393 2006
 DJ9335_MARK LOGO: NGS   
 DJ9335_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9335_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9335+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 DJ9335_ROD/PIPE-DEPTH: 13.1 meters
 DJ9335_SLEEVE-DEPTH  :  0.9 meters
 DJ9335
 DJ9335  HISTORY     - Date     Condition        Report By
 DJ9335  HISTORY     - 20060729 MONUMENTED       NGS
 DJ9335
 DJ9335                          STATION DESCRIPTION
 DJ9335
 DJ9335'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9335'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 41 IN BUSH, GO 0.6
 DJ9335'MILE NORTH ALONG STATE HIGHWAY 41 TO THE T-JUNCTION OF STATE HIGHWAY
 DJ9335'21. CONTINUE 0.4 MILE NORTH ALONG LA-21 TO THE MARK ON THE LEFT IN THE
 DJ9335'MEDIAN OF DUAL HIGHWAY.
 DJ9335' 
 DJ9335'MARK IS 34.0 FT (10.36 M) WEST OF HIGHWAY NORTHBOUND LANES, 34.0 FT
 DJ9335'(10.36 M) EAST OF HIGHWAY SOUTHBOUND LANES, 17.0 FT (5.18 M) SOUTHEAST
 DJ9335'OF SOUTHEAST CORNER ABUTMENT OF BRIDGE FOR SOUTHBOUND LANES, 17.0 FT
 DJ9335'(5.18 M) SOUTHWEST OF THE SOUTHWEST CORNER ABUTMENT OF BRIDGE FOR
 DJ9335'NORTHBOUND LANES, 3.0 FT (0.9 M) SOUTH OF A GPS ANCHOR IN CEMENT, AND
 DJ9335'0.6 FT (0.18 M) NORTH OF A CARSONITE WITNESS POST.
 DJ9335' 
 DJ9335'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9335'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9336 ***********************************************************************
 DJ9336  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9336  DESIGNATION -  A 394
 DJ9336  PID         -  DJ9336
 DJ9336  STATE/COUNTY-  LA/ACADIA
 DJ9336  USGS QUAD   -  MERMENTAU (1984)
 DJ9336
 DJ9336                         *CURRENT SURVEY CONTROL
 DJ9336  ___________________________________________________________________
 DJ9336* NAD 83(2007)-  30 13 52.65494(N)    092 30 27.30386(W)     ADJUSTED  
 DJ9336* NAVD 88     -        15.05   (meters)      49.4    (feet)  GPS OBS(2006.81)
 DJ9336  **This station is located in a suspected subsidence area (see below).
 DJ9336  ___________________________________________________________________
 DJ9336  EPOCH DATE  -        2002.00
 DJ9336  X           -    -241,306.945 (meters)                     COMP
 DJ9336  Y           -  -5,510,100.026 (meters)                     COMP
 DJ9336  Z           -   3,192,546.389 (meters)                     COMP
 DJ9336  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DJ9336  ELLIP HEIGHT-         -12.256 (meters)          (03/12/08) ADJUSTED
 DJ9336  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DJ9336  HORZ ORDER  -  A
 DJ9336  ELLP ORDER  -  THIRD     CLASS I
 DJ9336
 DJ9336.The horizontal coordinates were established by GPS observations
 DJ9336.and adjusted by the National Geodetic Survey in March 2008.
 DJ9336
 DJ9336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9336.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9336.The epoch date for horizontal control is a decimal equivalence
 DJ9336.of Year/Month/Day.
 DJ9336
 DJ9336.The orthometric height was determined by GPS observations and a
 DJ9336.high-resolution geoid model.
 DJ9336 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9336 ** and geoid heights are valid at the date of observation. These heights
 DJ9336 ** must always be validated when used as control.
 DJ9336 ** The orthometric height was determined by GPS observations using
 DJ9336 ** precise GPS observation and processing techniques and a new
 DJ9336 ** realization of GEOID03. It supersedes any height that may have been
 DJ9336 ** previously determined for this station.
 DJ9336 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9336 ** epoch indicated which incorporates improved geoid heights for the
 DJ9336 ** Southern Louisiana Subsidence area.
 DJ9336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9336
 DJ9336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9336
 DJ9336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9336
 DJ9336.The ellipsoidal height was determined by GPS observations
 DJ9336.and is referenced to NAD 83.
 DJ9336
 DJ9336.The geoid height was determined by GEOID03.
 DJ9336
 DJ9336;                    North         East     Units Scale Factor Converg.
 DJ9336;SPC LA S     -   192,483.551   886,974.000   MT  0.99993380   -0 35 13.7
 DJ9336;SPC LA S     -   631,506.45  2,910,013.86   sFT  0.99993380   -0 35 13.7
 DJ9336;UTM  15      - 3,344,517.463   547,382.116   MT  0.99962770   +0 14 52.6
 DJ9336
 DJ9336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9336!SPC LA S     -   1.00000192  x   0.99993380  =   0.99993572
 DJ9336!UTM  15      -   1.00000192  x   0.99962770  =   0.99962962
 DJ9336
 DJ9336                          SUPERSEDED SURVEY CONTROL
 DJ9336
 DJ9336.No superseded survey control is available for this station.
 DJ9336
 DJ9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP4738244517(NAD 83)
 DJ9336_MARKER: F = FLANGE-ENCASED ROD
 DJ9336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9336_STAMPING: A 394 2006
 DJ9336_MARK LOGO: NGS   
 DJ9336_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9336_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9336+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DJ9336_ROD/PIPE-DEPTH: 12.8 meters
 DJ9336_SLEEVE-DEPTH  :  0.9 meters
 DJ9336
 DJ9336  HISTORY     - Date     Condition        Report By
 DJ9336  HISTORY     - 20060812 MONUMENTED       NGS
 DJ9336
 DJ9336                          STATION DESCRIPTION
 DJ9336
 DJ9336'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9336'MARK IS MID-WAY BETWEEN JENNINGS AND CROWLEY. TO REACH FROM I-10 EXIT
 DJ9336'76, GO 2.6 MI (4.2 KM) WEST ALONG I-10 TO MARK ON THE LEFT. TO REACH
 DJ9336'FROM I-10 EXIT 72 GO 1.3 MI (2.1 KM) EAST ALONG I-10 TO THE MARK ON
 DJ9336'THE LEFT IN THE MEDIAN AT THE WEST END OF THE TWO OVERPASSES.
 DJ9336' 
 DJ9336'MARK IS 43.0 FT (13.1 M) SOUTH OF I-10 WEST, 44.7 FT (13.63 M) NORTH
 DJ9336'OF  I-10 EAST, 27.7 FT (8.45 M) SOUTHWEST OF SOUTHWEST CORNER OF
 DJ9336'WESTBOUND BRIDGE AND 29.1 FT (8.87 M) NORTHWEST OF NORTHWEST CORNER OF
 DJ9336'EASTBOUND BRIDGE.
 DJ9336' 
 DJ9336'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9336'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU1708 ***********************************************************************
 AU1708  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1708  DESIGNATION -  A 4100
 AU1708  PID         -  AU1708
 AU1708  STATE/COUNTY-  LA/IBERIA
 AU1708  USGS QUAD   -  JEANERETTE (1994)
 AU1708
 AU1708                         *CURRENT SURVEY CONTROL
 AU1708  ___________________________________________________________________
 AU1708* NAD 83(2007)-  29 54 33.19372(N)    091 39 54.98332(W)     ADJUSTED  
 AU1708* NAVD 88     -         4.45   (meters)      14.6    (feet)  GPS OBS(2006.81)
 AU1708  **This station is located in a suspected subsidence area (see below).
 AU1708  ___________________________________________________________________
 AU1708  EPOCH DATE  -        2002.00
 AU1708  X           -    -160,798.855 (meters)                     COMP
 AU1708  Y           -  -5,530,925.295 (meters)                     COMP
 AU1708  Z           -   3,161,643.935 (meters)                     COMP
 AU1708  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU1708  ELLIP HEIGHT-         -21.961 (meters)          (03/12/08) ADJUSTED
 AU1708  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AU1708
 AU1708  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1708  Type    PID    Designation                      North   East  Ellip
 AU1708  -------------------------------------------------------------------
 AU1708  NETWORK AU1708 A 4100                            1.00   0.86   2.20
 AU1708  -------------------------------------------------------------------
 AU1708  ELLP ORDER  -  THIRD     CLASS I
 AU1708
 AU1708.The horizontal coordinates were established by GPS observations
 AU1708.and adjusted by the National Geodetic Survey in February 2007.
 AU1708
 AU1708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1708.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU1708.high-resolution geoid model.
 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 any height that may have been
 AU1708 ** previously 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
 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     -   156,250.521   967,945.637   MT  0.99992702   -0 09 57.5
 AU1708;SPC LA S     -   512,631.92  3,175,668.31   sFT  0.99992702   -0 09 57.5
 AU1708;UTM  15      - 3,309,474.768   628,854.223   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  ELLIP H (02/10/07)  -21.966  (m)                       GP(       )    
 AU1708  NAD 83(1992)-  29 54 33.19364(N)    091 39 54.98279(W) AD(2004.65) B
 AU1708  ELLIP H (06/22/05)  -21.972  (m)                       GP(2004.65) 4 1
 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_PROJECTION: RECESSED 3 CENTIMETERS
 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 - April 12, 2006
 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  HISTORY     - 20060412 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.
 AU1708
 AU1708                          STATION RECOVERY (2006)
 AU1708
 AU1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1708'RECOVERED AS DESCRIBED. THERE IS NO A IN THE STAMPING TO JUSTIFY THE
 AU1708'DESIGNATION OF A 4100. DESIGNATION WAS THEREFORE CHANGED TO 4100.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2778  **This station is located in a suspected subsidence area (see below).
 BK2778  ___________________________________________________________________
 BK2778  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK2778  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2778 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2778 ** and geoid heights are valid at the date of observation. These heights
 BK2778 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 13 52.57822(N)    093 01 16.80967(W)     ADJUSTED  
 BK1435* NAVD 88     -         5.75   (meters)      18.9    (feet)  GPS OBS(2006.81)
 BK1435  **This station is located in a suspected subsidence area (see below).
 BK1435  ___________________________________________________________________
 BK1435  EPOCH DATE  -        2002.00
 BK1435  X           -    -290,703.404 (meters)                     COMP
 BK1435  Y           -  -5,507,708.086 (meters)                     COMP
 BK1435  Z           -   3,192,539.719 (meters)                     COMP
 BK1435  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BK1435  ELLIP HEIGHT-         -21.451 (meters)          (03/12/08) ADJUSTED
 BK1435  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1435
 BK1435  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1435  Type    PID    Designation                      North   East  Ellip
 BK1435  -------------------------------------------------------------------
 BK1435  NETWORK BK1435 A 4172                            1.23   0.98   2.67
 BK1435  -------------------------------------------------------------------
 BK1435  ELLP ORDER  -  THIRD     CLASS I
 BK1435
 BK1435.The horizontal coordinates were established by GPS observations
 BK1435.and adjusted by the National Geodetic Survey in February 2007.
 BK1435
 BK1435.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1435.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK1435.high-resolution geoid model.
 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 by GPS observations using
 BK1435 ** precise GPS observation and processing techniques and a new
 BK1435 ** realization of GEOID03. It supersedes any height that may have been
 BK1435 ** previously determined for this station.
 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.WARNING-Repeat measurements at this control monument indicate possible
 BK1435.vertical movement.
 BK1435
 BK1435.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BK1435;SPC LA S     -   193,098.783   837,526.508   MT  0.99993380   -0 50 38.5
 BK1435;SPC LA S     -   633,524.92  2,747,784.88   sFT  0.99993380   -0 50 38.5
 BK1435;UTM  15      - 3,344,412.777   497,946.979   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  =   0.99960342
 BK1435
 BK1435                          SUPERSEDED SURVEY CONTROL
 BK1435
 BK1435  ELLIP H (02/10/07)  -21.442  (m)                       GP(       )    
 BK1435  NAD 83(1992)-  30 13 52.57806(N)    093 01 16.80979(W) AD(2004.65) B
 BK1435  ELLIP H (06/22/05)  -21.431  (m)                       GP(2004.65) 4 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: FLUSH
 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 - April 14, 2006
 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  HISTORY     - 20060414 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.
 BK1435
 BK1435                          STATION RECOVERY (2006)
 BK1435
 BK1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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           -  -5,412,822.725 (meters)                     COMP
 BX1485  Z           -   3,352,941.057 (meters)                     COMP
 BX1485  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BX1485  ELLIP HEIGHT-          32.677 (meters)          (01/02/04) ADJUSTED
 BX1485  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 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)   32.766  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 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.
 CQ0049
 CQ0049                          STATION RECOVERY (2005)
 CQ0049
 CQ0049'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0049'PROPERTY OWNER ADVISED THAT SITE HAS BEEN EXCAVATED WITH BULLDOZERS.
 CQ0049'MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 50 16.36122(N)    092 05 28.76947(W)     ADJUSTED  
 BK2024* NAVD 88     -        12.84   (+/-2cm)      42.1    (feet)  VERTCON   
 BK2024  ___________________________________________________________________
 BK2024  EPOCH DATE  -        2002.00
 BK2024  X           -    -200,022.670 (meters)                     COMP
 BK2024  Y           -  -5,477,563.568 (meters)                     COMP
 BK2024  Z           -   3,250,466.264 (meters)                     COMP
 BK2024  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BK2024  ELLIP HEIGHT-         -14.301 (meters)          (02/10/07) ADJUSTED
 BK2024  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK2024
 BK2024  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK2024  Type    PID    Designation                      North   East  Ellip
 BK2024  -------------------------------------------------------------------
 BK2024  NETWORK BK2024 A 840 RESET                      11.41  19.87  13.15
 BK2024  -------------------------------------------------------------------
 BK2024  VERT ORDER  -  SECOND    CLASS II (See Below)
 BK2024
 BK2024.The horizontal coordinates were established by GPS observations
 BK2024.and adjusted by the National Geodetic Survey in February 2007.
 BK2024
 BK2024.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2024.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2024.The horizontal coordinates are valid at the epoch date displayed above.
 BK2024.The epoch date for horizontal control is a decimal equivalence
 BK2024.of Year/Month/Day.
 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     -   259,389.433   927,484.590   MT  1.00003223   -0 22 44.4
 BK2024;SPC LA S     -   851,013.50  3,042,922.36   sFT  1.00003223   -0 22 44.4
 BK2024;SPC LA N     -    37,537.848 1,039,099.550   MT  1.00009079   +0 12 57.8
 BK2024;SPC LA N     -   123,155.42  3,409,112.44   sFT  1.00009079   +0 12 57.8
 BK2024;UTM  15      - 3,411,988.219   586,895.790   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 49.7
 BK2024:SPC LA N     -  COTTONPORT MUNICIPAL TANK                012 58 07.5
 BK2024:UTM  15      -  COTTONPORT MUNICIPAL TANK                012 43 08.3
 BK2024
 BK2024|---------------------------------------------------------------------|
 BK2024| PID    Reference Object                     Distance      Geod. Az  |
 BK2024|                                                           dddmmss.s |
 BK2024| BK2607 COTTONPORT MUNICIPAL TANK           APPROX.16.7 KM 0131105.3 |
 BK2024| BK0051 D 69                                               1451651.5 |
 BK2024| BK2023 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 2643220.3 |
 BK2024| BK2674 ST LANDRY CENLA MW KKC 693          APPROX.16.1 KM 2722122.7 |
 BK2024| BK2025 A 840 RM 2                           45.272 METERS 28550     |
 BK2024| CV9562 A 840 AZ MK 2                                      3242342.8 |
 BK2024| BK2623 BUNKIE LA ICE AND ELEC CO TANK      APPROX.15.2 KM 3253922.9 |
 BK2024| BK0050 C 69                                               3254320.2 |
 BK2024|---------------------------------------------------------------------|
 BK2024
 BK2024                          SUPERSEDED SURVEY CONTROL
 BK2024
 BK2024  ELLIP H (06/26/02)  -14.336  (m)                       GP(       ) 4 2
 BK2024  NAD 83(1992)-  30 50 16.36364(N)    092 05 28.77115(W) AD(       ) 1
 BK2024  ELLIP H (01/21/93)  -14.227  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0590  **This station is located in a suspected subsidence area (see below).
 AV0590  ___________________________________________________________________
 AV0590  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0590  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0590 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0590 ** and geoid heights are valid at the date of observation. These heights
 AV0590 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0605  **This station is located in a suspected subsidence area (see below).
 AV0605  ___________________________________________________________________
 AV0605  X           -    -201,072.625 (meters)                     COMP
 AV0605  Y           -  -5,526,117.734 (meters)                     COMP
 AV0605  Z           -   3,167,696.977 (meters)                     COMP
 AV0605  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0605  ELLIP HEIGHT-         -23.019 (meters)          (01/02/04) ADJUSTED
 AV0605  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0605 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0605 ** and geoid heights are valid at the date of observation. These heights
 AV0605 ** must always be validated when used as control.
 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 more information.
 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
 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  =   0.99992948
 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)  -22.964  (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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0977  **This station is located in a suspected subsidence area (see below).
 AV0977  ___________________________________________________________________
 AV0977  X           -    -201,297.476 (meters)                     COMP
 AV0977  Y           -  -5,525,880.602 (meters)                     COMP
 AV0977  Z           -   3,168,094.954 (meters)                     COMP
 AV0977  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0977  ELLIP HEIGHT-         -22.378 (meters)          (01/02/04) ADJUSTED
 AV0977  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0977 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0977 ** and geoid heights are valid at the date of observation. These heights
 AV0977 ** must always be validated when used as control.
 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 more information.
 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
 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)  -22.322  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0603  **This station is located in a suspected subsidence area (see below).
 AV0603  ___________________________________________________________________
 AV0603  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0603  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0603 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0603 ** and geoid heights are valid at the date of observation. These heights
 AV0603 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0604  **This station is located in a suspected subsidence area (see below).
 AV0604  ___________________________________________________________________
 AV0604  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0604  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0622  **This station is located in a suspected subsidence area (see below).
 AV0622  ___________________________________________________________________
 AV0622  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0622  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0621  **This station is located in a suspected subsidence area (see below).
 AV0621  ___________________________________________________________________
 AV0621  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0621  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1200  **This station is located in a suspected subsidence area (see below).
 AT1200  ___________________________________________________________________
 AT1200  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1200  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1200 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1200 ** and geoid heights are valid at the date of observation. These heights
 AT1200 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1213  **This station is located in a suspected subsidence area (see below).
 AT1213  ___________________________________________________________________
 AT1213  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1213  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1213 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1213 ** and geoid heights are valid at the date of observation. These heights
 AT1213 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1202  **This station is located in a suspected subsidence area (see below).
 AT1202  ___________________________________________________________________
 AT1202  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AT1202  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1202 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1202 ** and geoid heights are valid at the date of observation. These heights
 AT1202 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4208  **This station is located in a suspected subsidence area (see below).
 BJ4208  ___________________________________________________________________
 BJ4208  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BJ4208  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4208+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 BJ4208
 BJ4208  HISTORY     - Date     Condition        Report By
 BJ4208  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ4208  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ4208
 BJ4208                          STATION RECOVERY (2007)
 BJ4208
 BJ4208'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ4208'GRADED ROAD DESCRIBED IS NOW PAVED AND IS CALLED FIRETOWER ROAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3217 ***********************************************************************
 DH3217  HT_MOD      -  This is a 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(2007)-  30 58 32.33655(N)    091 40 29.04070(W)     ADJUSTED  
 DH3217* NAVD 88     -        21.13   (meters)      69.3    (feet)  GPS OBS   
 DH3217  ___________________________________________________________________
 DH3217  EPOCH DATE  -        2002.00
 DH3217  X           -    -159,961.889 (meters)                     COMP
 DH3217  Y           -  -5,471,038.035 (meters)                     COMP
 DH3217  Z           -   3,263,575.979 (meters)                     COMP
 DH3217  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DH3217  ELLIP HEIGHT-          -5.995 (meters)          (02/10/07) ADJUSTED
 DH3217  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DH3217
 DH3217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3217  Type    PID    Designation                      North   East  Ellip
 DH3217  -------------------------------------------------------------------
 DH3217  NETWORK DH3217 ABLD13 LMS45                      0.53   0.49   0.94
 DH3217  -------------------------------------------------------------------
 DH3217
 DH3217.The horizontal coordinates were established by GPS observations
 DH3217.and adjusted by the National Geodetic Survey in February 2007.
 DH3217
 DH3217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3217.The horizontal coordinates are valid at the epoch date displayed above.
 DH3217.The epoch date for horizontal control is a decimal equivalence
 DH3217.of Year/Month/Day.
 DH3217
 DH3217.The orthometric height was determined by GPS observations and a
 DH3217.high-resolution geoid model.
 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     -   274,473.322   967,384.301   MT  1.00007024   -0 10 14.5
 DH3217;SPC LA S     -   900,501.22  3,173,826.66   sFT  1.00007024   -0 10 14.5
 DH3217;UTM  15      - 3,427,656.617   626,555.454   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  NAD 83(1992)-  30 58 32.33651(N)    091 40 29.04041(W) AD(       ) B
 DH3217  ELLIP H (05/09/05)   -6.003  (m)                       GP(       ) 4 2
 DH3217
 DH3217.Superseded values are not recommended for survey control.
 DH3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3217.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5102  **This station is located in a suspected subsidence area (see below).
 BJ5102  ___________________________________________________________________
 BJ5102  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5102  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5102 ** and geoid heights are valid at the date of observation. These heights
 BJ5102 ** must always be validated when used as control.
 BJ5102 ** The orthometric height has not been validated since last determined
 BJ5102 ** by differential leveling and should not be used for control purposes.
 BJ5102 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5102 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5102 ** epoch indicated which incorporates improved geoid heights for the
 BJ5102 ** Southern Louisiana Subsidence area.
 BJ5102 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3157  **This station is located in a suspected subsidence area (see below).
 AU3157  ___________________________________________________________________
 AU3157  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU3157  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3157 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3157 ** and geoid heights are valid at the date of observation. These heights
 AU3157 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  30 25 46.08502(N)    091 12 25.67704(W)     ADJUSTED  
 DH3192* NAVD 88     -        15.00   (meters)      49.2    (feet)  GPS OBS(2006.81)
 DH3192  **This station is located in a suspected subsidence area (see below).
 DH3192  ___________________________________________________________________
 DH3192  EPOCH DATE  -        2002.00
 DH3192  X           -    -115,958.149 (meters)                     COMP
 DH3192  Y           -  -5,503,065.675 (meters)                     COMP
 DH3192  Z           -   3,211,508.683 (meters)                     COMP
 DH3192  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH3192  ELLIP HEIGHT-         -12.196 (meters)          (03/12/08) ADJUSTED
 DH3192  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DH3192
 DH3192  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3192  Type    PID    Designation                      North   East  Ellip
 DH3192  -------------------------------------------------------------------
 DH3192  NETWORK DH3192 ABLMS 434                         1.14   1.08   1.88
 DH3192  -------------------------------------------------------------------
 DH3192  ELLP ORDER  -  THIRD     CLASS I
 DH3192
 DH3192.The horizontal coordinates were established by GPS observations
 DH3192.and adjusted by the National Geodetic Survey in February 2007.
 DH3192
 DH3192.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3192.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3192.The horizontal coordinates are valid at the epoch date displayed above.
 DH3192.The epoch date for horizontal control is a decimal equivalence
 DH3192.of Year/Month/Day.
 DH3192
 DH3192.The orthometric height was determined by GPS observations and a
 DH3192.high-resolution geoid model.
 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 any height that may have been
 DH3192 ** previously 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
 DH3192.Photographs are available for this station.
 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     -   213,879.137 1,012,123.311   MT  0.99995363   +0 03 47.2
 DH3192;SPC LA S     -   701,701.80  3,320,607.90   sFT  0.99995363   +0 03 47.2
 DH3192;UTM  15      - 3,367,740.138   672,182.298   MT  0.99996575   +0 54 29.8
 DH3192
 DH3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3192!SPC LA S     -   1.00000192  x   0.99995363  =   0.99995555
 DH3192!UTM  15      -   1.00000192  x   0.99996575  =   0.99996767
 DH3192
 DH3192                          SUPERSEDED SURVEY CONTROL
 DH3192
 DH3192  ELLIP H (02/10/07)  -12.142  (m)                       GP(       )    
 DH3192  NAD 83(1992)-  30 25 46.08517(N)    091 12 25.67677(W) AD(       ) B
 DH3192  ELLIP H (05/09/05)  -12.148  (m)                       GP(       ) 4 2
 DH3192
 DH3192.Superseded values are not recommended for survey control.
 DH3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3192.See file dsdata.txt to determine how the superseded data were derived.
 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_MARK LOGO: USACE 
 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 - June 15, 2006
 DH3192
 DH3192  HISTORY     - Date     Condition        Report By
 DH3192  HISTORY     - UNK      MONUMENTED       USACE
 DH3192  HISTORY     - 20030703 GOOD             3001
 DH3192  HISTORY     - 20060615 GOOD             NGS
 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.
 DH3192
 DH3192                          STATION RECOVERY (2006)
 DH3192
 DH3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DH3192'NOTIFY CORPS OF ENGINEERS AT ONE OF THE FOLLOWING NUMBERS FOR
 DH3192'ACCESS--(225)-343-3752 OR (225)-344-8272.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0918  **This station is located in a suspected subsidence area (see below).
 AT0918  ___________________________________________________________________
 AT0918  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0918  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0918 ** and geoid heights are valid at the date of observation. These heights
 AT0918 ** must always be validated when used as control.
 AT0918 ** The orthometric height has not been validated since last determined
 AT0918 ** by differential leveling and should not be used for control purposes.
 AT0918 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0918 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0918 ** epoch indicated which incorporates improved geoid heights for the
 AT0918 ** Southern Louisiana Subsidence area.
 AT0918 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4024  **This station is located in a suspected subsidence area (see below).
 BJ4024  ___________________________________________________________________
 BJ4024  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BJ4024  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4024  DYNAMIC HT  -          26.8   (meters)      88.    (feet)  COMP
 BJ4024  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ4024
 BJ4024  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4024 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4024 ** and geoid heights are valid at the date of observation. These heights
 BJ4024 ** must always be validated when used as control.
 BJ4024 ** The orthometric height has not been validated since last determined
 BJ4024 ** by differential leveling and should not be used for control purposes.
 BJ4024 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4024 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4024 ** epoch indicated which incorporates improved geoid heights for the
 BJ4024 ** Southern Louisiana Subsidence area.
 BJ4024 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4775  **This station is located in a suspected subsidence area (see below).
 BJ4775  ___________________________________________________________________
 BJ4775  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4775  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4775 ** and geoid heights are valid at the date of observation. These heights
 BJ4775 ** must always be validated when used as control.
 BJ4775 ** The orthometric height has not been validated since last determined
 BJ4775 ** by differential leveling and should not be used for control purposes.
 BJ4775 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4775 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4775 ** epoch indicated which incorporates improved geoid heights for the
 BJ4775 ** Southern Louisiana Subsidence area.
 BJ4775 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2933  **This station is located in a suspected subsidence area (see below).
 BK2933  ___________________________________________________________________
 BK2933  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK2933  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2933 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2933 ** and geoid heights are valid at the date of observation. These heights
 BK2933 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2839  **This station is located in a suspected subsidence area (see below).
 BJ2839  ___________________________________________________________________
 BJ2839  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BJ2839  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2839  DYNAMIC HT  -           8.5   (meters)      28.    (feet)  COMP
 BJ2839  MODELED GRAV-     979,355.4   (mgal)                       NAVD 88
 BJ2839
 BJ2839  HORZ ORDER  -  FIRST
 BJ2839  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2839 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2839 ** and geoid heights are valid at the date of observation. These heights
 BJ2839 ** must always be validated when used as control.
 BJ2839 ** The orthometric height has not been validated since last determined
 BJ2839 ** by differential leveling and should not be used for control purposes.
 BJ2839 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2839 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2839 ** epoch indicated which incorporates improved geoid heights for the
 BJ2839 ** Southern Louisiana Subsidence area.
 BJ2839 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2839.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2866  **This station is located in a suspected subsidence area (see below).
 BJ2866  ___________________________________________________________________
 BJ2866  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ2866  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BJ2866  DYNAMIC HT  -           7.1   (meters)      23.    (feet)  COMP
 BJ2866  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 BJ2866
 BJ2866  HORZ ORDER  -  SECOND
 BJ2866  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2866 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2866 ** and geoid heights are valid at the date of observation. These heights
 BJ2866 ** must always be validated when used as control.
 BJ2866 ** The orthometric height has not been validated since last determined
 BJ2866 ** by differential leveling and should not be used for control purposes.
 BJ2866 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2866 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2866 ** epoch indicated which incorporates improved geoid heights for the
 BJ2866 ** Southern Louisiana Subsidence area.
 BJ2866 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2866.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1121  **This station is located in a suspected subsidence area (see below).
 AT1121  ___________________________________________________________________
 AT1121  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1121  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1120  **This station is located in a suspected subsidence area (see below).
 AT1120  ___________________________________________________________________
 AT1120  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1120  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2522  **This station is located in a suspected subsidence area (see below).
 AU2522  ___________________________________________________________________
 AU2522  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2522  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0681  **This station is located in a suspected subsidence area (see below).
 AV0681  ___________________________________________________________________
 AV0681  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0681  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0681 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0681 ** and geoid heights are valid at the date of observation. These heights
 AV0681 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 20 15.61554(N)    092 33 35.29737(W)     ADJUSTED  
 AA3657* NAVD 88     -        24.68   (meters)      81.0    (feet)  GPS OBS   
 AA3657  ___________________________________________________________________
 AA3657  EPOCH DATE  -        2002.00
 AA3657  X           -    -243,525.480 (meters)                     COMP
 AA3657  Y           -  -5,447,172.107 (meters)                     COMP
 AA3657  Z           -   3,297,926.552 (meters)                     COMP
 AA3657  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AA3657  ELLIP HEIGHT-          -1.763 (meters)          (02/10/07) ADJUSTED
 AA3657  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AA3657
 AA3657  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3657  Type    PID    Designation                      North   East  Ellip
 AA3657  -------------------------------------------------------------------
 AA3657  NETWORK AA3657 AEX A                             0.88   0.80   2.14
 AA3657  -------------------------------------------------------------------
 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 February 2007.
 AA3657
 AA3657.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3657.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3657.The horizontal coordinates are valid at the epoch date displayed above.
 AA3657.The epoch date for horizontal control is a decimal equivalence
 AA3657.of Year/Month/Day.
 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     -    92,879.434   994,308.805   MT  0.99996563   -0 01 53.8
 AA3657;SPC LA N     -   304,721.94  3,262,161.47   sFT  0.99996563   -0 01 53.8
 AA3657;UTM  15      - 3,467,109.003   541,875.081   MT  0.99962163   +0 13 44.2
 AA3657
 AA3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3657!SPC LA N     -   1.00000028  x   0.99996563  =   0.99996591
 AA3657!UTM  15      -   1.00000028  x   0.99962163  =   0.99962191
 AA3657
 AA3657                          SUPERSEDED SURVEY CONTROL
 AA3657
 AA3657  ELLIP H (04/16/02)   -1.707  (m)                       GP(       ) 5 2
 AA3657  ELLIP H (02/14/02)   -1.756  (m)                       GP(       ) 5 2
 AA3657  NAD 83(1992)-  31 20 15.61450(N)    092 33 35.29718(W) AD(       ) 1
 AA3657  ELLIP H (06/21/01)   -1.624  (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)   -1.671  (m)                       GP(       ) 4 1
 AA3657  NGVD 29 (12/30/94)   24.7    (m)           81.     (f) GPS OBS     3  
 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 = MARCH 13, 2009
 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(2007)-  31 19 37.56940(N)    092 32 54.35740(W)     ADJUSTED  
 AA3658* NAVD 88     -        25.36   (meters)      83.2    (feet)  GPS OBS   
 AA3658  ___________________________________________________________________
 AA3658  EPOCH DATE  -        2002.00
 AA3658  X           -    -242,471.425 (meters)                     COMP
 AA3658  Y           -  -5,447,829.618 (meters)                     COMP
 AA3658  Z           -   3,296,926.009 (meters)                     COMP
 AA3658  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AA3658  ELLIP HEIGHT-          -1.104 (meters)          (02/10/07) ADJUSTED
 AA3658  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA3658
 AA3658  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3658  Type    PID    Designation                      North   East  Ellip
 AA3658  -------------------------------------------------------------------
 AA3658  NETWORK AA3658 AEX B                             0.84   0.69   2.08
 AA3658  -------------------------------------------------------------------
 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 February 2007.
 AA3658
 AA3658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3658.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3658.The horizontal coordinates are valid at the epoch date displayed above.
 AA3658.The epoch date for horizontal control is a decimal equivalence
 AA3658.of Year/Month/Day.
 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     -    91,707.163   995,390.493   MT  0.99996749   -0 01 32.2
 AA3658;SPC LA N     -   300,875.92  3,265,710.31   sFT  0.99996749   -0 01 32.2
 AA3658;UTM  15      - 3,465,942.063   542,961.713   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 (04/16/02)   -1.059  (m)                       GP(       ) 5 2
 AA3658  ELLIP H (02/14/02)   -1.108  (m)                       GP(       ) 5 2
 AA3658  NAD 83(1992)-  31 19 37.56845(N)    092 32 54.35724(W) AD(       ) 1
 AA3658  ELLIP H (06/21/01)   -0.976  (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)   -1.012  (m)                       GP(       ) 4 1
 AA3658  NGVD 29 (12/30/94)   25.4    (m)           83.     (f) GPS OBS     3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2734  **This station is located in a suspected subsidence area (see below).
 AU2734  ___________________________________________________________________
 AU2734  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2734  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2734 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2734 ** and geoid heights are valid at the date of observation. These heights
 AU2734 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2549  ___________________________________________________________________
 BW2549  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BW2549  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 02 29.15694(N)    090 01 53.69271(W)     ADJUSTED  
 BJ1400* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ1400  **This station is located in a suspected subsidence area (see below).
 BJ1400  ___________________________________________________________________
 BJ1400  EPOCH DATE  -        2002.00
 BJ1400  X           -      -3,045.885 (meters)                     COMP
 BJ1400  Y           -  -5,525,937.595 (meters)                     COMP
 BJ1400  Z           -   3,174,338.731 (meters)                     COMP
 BJ1400  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ1400  ELLIP HEIGHT-         -23.466 (meters)          (02/10/07) ADJUSTED
 BJ1400  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BJ1400  DYNAMIC HT  -           2.9   (meters)      10.    (feet)  COMP
 BJ1400
 BJ1400  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ1400  Type    PID    Designation                      North   East  Ellip
 BJ1400  -------------------------------------------------------------------
 BJ1400  NETWORK BJ1400 AIRPORT                           0.78   0.63   1.86
 BJ1400  -------------------------------------------------------------------
 BJ1400  MODELED GRAV-     979,318.8   (mgal)                       NAVD 88
 BJ1400
 BJ1400  VERT ORDER  -  THIRD (See Below)
 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 February 2007.
 BJ1400
 BJ1400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1400.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1400.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1400.The epoch date for horizontal control is a decimal equivalence
 BJ1400.of Year/Month/Day.
 BJ1400
 BJ1400.The orthometric height was scaled from a topographic map.
 BJ1400 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1400 ** and geoid heights are valid at the date of observation. These heights
 BJ1400 ** must always be validated when used as control.
 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 more information.
 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
 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     -   171,572.050 1,125,537.011   MT  0.99992599   +0 39 03.2
 BJ1400;SPC LA S     -   562,899.30  3,692,699.34   sFT  0.99992599   +0 39 03.2
 BJ1400;UTM  15      - 3,327,090.623   786,242.437   MT  1.00061101   +1 29 13.5
 BJ1400;UTM  16      - 3,327,250.500   207,664.013   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 59 08.6
 BJ1400:UTM  15      -  SHUSHAN AIRPORT AIRWAY BEACON            130 08 58.3
 BJ1400:UTM  16      -  SHUSHAN AIRPORT AIRWAY BEACON            133 09 19.4
 BJ1400
 BJ1400|---------------------------------------------------------------------|
 BJ1400| PID    Reference Object                     Distance      Geod. Az  |
 BJ1400|                                                           dddmmss.s |
 BJ1400| BJ4266 SHUSHAN AIRPORT AIRWAY BEACON       APPROX. 0.9 KM 1313811.8 |
 BJ1400| BJ4274 LAKEFRONT APT AP STA B              APPROX. 0.6 KM 1563431.4 |
 BJ1400| BJ1401 AIRPORT RM                           31.523 METERS 17909     |
 BJ1400| BJ4256 INDUSTRIAL CANAL BRIDGE NE COR      APPROX. 1.2 KM 1944329.4 |
 BJ1400| BJ1328 INDIAN                              APPROX.10.9 KM 2564802.0 |
 BJ1400| BJ4255 INDUSTRIAL CANAL LIGHT              APPROX. 0.5 KM 2705049.5 |
 BJ1400|---------------------------------------------------------------------|
 BJ1400
 BJ1400                          SUPERSEDED SURVEY CONTROL
 BJ1400
 BJ1400  NAD 83(1992)-  30 02 29.15680(N)    090 01 53.69222(W) AD(       ) B
 BJ1400  ELLIP H (01/10/02)  -23.471  (m)                       GP(       ) 2 1
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3271  ___________________________________________________________________
 CQ3271  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3271  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2916  **This station is located in a suspected subsidence area (see below).
 BK2916  ___________________________________________________________________
 BK2916  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK2916  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3138  **This station is located in a suspected subsidence area (see below).
 BK3138  ___________________________________________________________________
 BK3138  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK3138  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2824  **This station is located in a suspected subsidence area (see below).
 BK2824  ___________________________________________________________________
 BK2824  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK2824  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5120  **This station is located in a suspected subsidence area (see below).
 BJ5120  ___________________________________________________________________
 BJ5120  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5120  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5120 ** and geoid heights are valid at the date of observation. These heights
 BJ5120 ** must always be validated when used as control.
 BJ5120 ** The orthometric height has not been validated since last determined
 BJ5120 ** by differential leveling and should not be used for control purposes.
 BJ5120 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5120 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5120 ** epoch indicated which incorporates improved geoid heights for the
 BJ5120 ** Southern Louisiana Subsidence area.
 BJ5120 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2546  **This station is located in a suspected subsidence area (see below).
 AU2546  ___________________________________________________________________
 AU2546  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2546  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2546 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2546 ** and geoid heights are valid at the date of observation. These heights
 AU2546 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2534  **This station is located in a suspected subsidence area (see below).
 AU2534  ___________________________________________________________________
 AU2534  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU2534  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  30 28 28.89741(N)    090 34 42.03243(W)     ADJUSTED  
 AB7654* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB7654  **This station is located in a suspected subsidence area (see below).
 AB7654  ___________________________________________________________________
 AB7654  EPOCH DATE  -        2002.00
 AB7654  X           -     -55,533.527 (meters)                     COMP
 AB7654  Y           -  -5,501,462.382 (meters)                     COMP
 AB7654  Z           -   3,215,828.681 (meters)                     COMP
 AB7654  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AB7654  ELLIP HEIGHT-         -16.315 (meters)          (02/10/07) ADJUSTED
 AB7654  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB7654
 AB7654  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7654  Type    PID    Designation                      North   East  Ellip
 AB7654  -------------------------------------------------------------------
 AB7654  NETWORK AB7654 ALBANY                            3.76   4.23   7.19
 AB7654  -------------------------------------------------------------------
 AB7654
 AB7654.The horizontal coordinates were established by GPS observations
 AB7654.and adjusted by the National Geodetic Survey in February 2007.
 AB7654
 AB7654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7654.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7654.The horizontal coordinates are valid at the epoch date displayed above.
 AB7654.The epoch date for horizontal control is a decimal equivalence
 AB7654.of Year/Month/Day.
 AB7654
 AB7654.The orthometric height was determined by GPS observations and a
 AB7654.high-resolution geoid model.
 AB7654 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7654 ** and geoid heights are valid at the date of observation. These heights
 AB7654 ** must always be validated when used as control.
 AB7654 ** The orthometric height has not been validated since last determined
 AB7654 ** by differential leveling and should not be used for control purposes.
 AB7654 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AB7654 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7654 ** epoch indicated which incorporates improved geoid heights for the
 AB7654 ** Southern Louisiana Subsidence area.
 AB7654 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB7654
 AB7654.Photographs are available for this station.
 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     -   219,124.786 1,072,493.644   MT  0.99995983   +0 22 39.0
 AB7654;SPC LA S     -   718,911.90  3,518,672.90   sFT  0.99995983   +0 22 39.0
 AB7654;UTM  15      - 3,373,879.733   732,477.541   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 (02/21/02)  -16.286  (m)                       GP(       ) 4 1
 AB7654  NAD 83(1992)-  30 28 28.89668(N)    090 34 42.03305(W) AD(       ) 1
 AB7654  ELLIP H (10/29/96)  -16.298  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3235  **This station is located in a suspected subsidence area (see below).
 AU3235  ___________________________________________________________________
 AU3235  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3235  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3235 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3235 ** and geoid heights are valid at the date of observation. These heights
 AU3235 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1113  **This station is located in a suspected subsidence area (see below).
 AT1113  ___________________________________________________________________
 AT1113  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AT1113  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  30 01 36.52280(N)    090 06 46.21037(W)     ADJUSTED  
 BJ1342* NAVD 88     -         1.84   (meters)       6.0    (feet)  GPS OBS(2006.81)
 BJ1342  **This station is located in a suspected subsidence area (see below).
 BJ1342  ___________________________________________________________________
 BJ1342  EPOCH DATE  -        2002.00
 BJ1342  X           -     -10,884.170 (meters)                     COMP
 BJ1342  Y           -  -5,526,738.151 (meters)                     COMP
 BJ1342  Z           -   3,172,935.176 (meters)                     COMP
 BJ1342  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ1342  ELLIP HEIGHT-         -24.352 (meters)          (02/10/07) ADJUSTED
 BJ1342  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BJ1342
 BJ1342  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ1342  Type    PID    Designation                      North   East  Ellip
 BJ1342  -------------------------------------------------------------------
 BJ1342  NETWORK BJ1342 ALCO                              0.22   0.24   0.67
 BJ1342  -------------------------------------------------------------------
 BJ1342
 BJ1342.The horizontal coordinates were established by GPS observations
 BJ1342.and adjusted by the National Geodetic Survey in February 2007.
 BJ1342
 BJ1342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BJ1342.high-resolution geoid model.
 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 by GPS observations using
 BJ1342 ** precise GPS observation and processing techniques and a new
 BJ1342 ** realization of GEOID03. It supersedes any height that may have been
 BJ1342 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 BJ1342;SPC LA S     -   169,865.285 1,117,718.602   MT  0.99992585   +0 36 37.0
 BJ1342;SPC LA S     -   557,299.69  3,667,048.45   sFT  0.99992585   +0 36 37.0
 BJ1342;UTM  15      - 3,325,268.795   778,444.630   MT  1.00055667   +1 26 44.5
 BJ1342
 BJ1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1342!SPC LA S     -   1.00000382  x   0.99992585  =   0.99992967
 BJ1342!UTM  15      -   1.00000382  x   1.00055667  =   1.00056050
 BJ1342
 BJ1342:                Primary Azimuth Mark                     Grid Az
 BJ1342:SPC LA S     -  BUICK                                    082 43 26.4
 BJ1342:UTM  15      -  BUICK                                    081 53 18.9
 BJ1342
 BJ1342|---------------------------------------------------------------------|
 BJ1342| PID    Reference Object                     Distance      Geod. Az  |
 BJ1342|                                                           dddmmss.s |
 BJ1342| BJ1346 BUICK                               APPROX. 0.7 KM 0832003.4 |
 BJ1342| BJ4248 MT CARMEL CONVENT CROSS             APPROX. 0.9 KM 1600302.9 |
 BJ1342| BJ1344 ALCO RM                                            25738     |
 BJ1342|---------------------------------------------------------------------|
 BJ1342
 BJ1342                          SUPERSEDED SURVEY CONTROL
 BJ1342
 BJ1342  NAD 83(1992)-  30 01 36.52293(N)    090 06 46.21053(W) AD(2004.65) B
 BJ1342  ELLIP H (06/22/05)  -24.366  (m)                       GP(2004.65) 4 1
 BJ1342  NAD 83(1992)-  30 01 36.52299(N)    090 06 46.21029(W) AD(       ) B
 BJ1342  ELLIP H (12/29/04)  -24.363  (m)                       GP(       ) 4 1
 BJ1342  ELLIP H (06/20/00)  -24.361  (m)                       GP(       ) 3 1
 BJ1342  ELLIP H (01/21/93)  -24.331  (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)  -24.331  (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  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 - April 24, 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  HISTORY     - 20060424 GOOD             NGS
 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.
 BJ1342
 BJ1342                          STATION RECOVERY (2006)
 BJ1342
 BJ1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2885  ___________________________________________________________________
 BX2885  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BX2885  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2647  ___________________________________________________________________
 BX2647  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2647  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2666  ___________________________________________________________________
 BX2666  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BX2666  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2701  ___________________________________________________________________
 BX2701  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BX2701  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2702  ___________________________________________________________________
 BX2702  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BX2702  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2655  ___________________________________________________________________
 BX2655  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX2655  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2674  ___________________________________________________________________
 BX2674  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BX2674  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2624  ___________________________________________________________________
 BX2624  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BX2624  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2654  ___________________________________________________________________
 BX2654  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2654  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2676  ___________________________________________________________________
 BX2676  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BX2676  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2685  ___________________________________________________________________
 BX2685  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BX2685  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2671  ___________________________________________________________________
 BX2671  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BX2671  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2673  ___________________________________________________________________
 BX2673  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BX2673  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2649  ___________________________________________________________________
 BX2649  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BX2649  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2681  ___________________________________________________________________
 BX2681  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BX2681  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 22 16.96150(N)    092 37 40.39692(W)     ADJUSTED  
 BX3080* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 BX3080  ___________________________________________________________________
 BX3080  EPOCH DATE  -        2002.00
 BX3080  X           -    -249,908.927 (meters)                     COMP
 BX3080  Y           -  -5,444,937.058 (meters)                     COMP
 BX3080  Z           -   3,301,118.544 (meters)                     COMP
 BX3080  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BX3080  ELLIP HEIGHT-          -0.864 (meters)          (02/10/07) ADJUSTED
 BX3080  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BX3080
 BX3080  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX3080  Type    PID    Designation                      North   East  Ellip
 BX3080  -------------------------------------------------------------------
 BX3080  NETWORK BX3080 ALFALFA                           8.78  13.56  15.25
 BX3080  -------------------------------------------------------------------
 BX3080
 BX3080.The horizontal coordinates were established by GPS observations
 BX3080.and adjusted by the National Geodetic Survey in February 2007.
 BX3080
 BX3080.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX3080.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX3080.The horizontal coordinates are valid at the epoch date displayed above.
 BX3080.The epoch date for horizontal control is a decimal equivalence
 BX3080.of Year/Month/Day.
 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     -    96,622.210   987,834.229   MT  0.99995989   -0 04 03.4
 BX3080;SPC LA N     -   317,001.37  3,240,919.47   sFT  0.99995989   -0 04 03.4
 BX3080;UTM  15      - 3,470,820.972   535,385.761   MT  0.99961544   +0 11 37.4
 BX3080
 BX3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX3080!SPC LA N     -   1.00000014  x   0.99995989  =   0.99996003
 BX3080!UTM  15      -   1.00000014  x   0.99961544  =   0.99961558
 BX3080
 BX3080                          SUPERSEDED SURVEY CONTROL
 BX3080
 BX3080  ELLIP H (06/26/02)   -0.826  (m)                       GP(       ) 4 2
 BX3080  NAD 83(1992)-  31 22 16.96000(N)    092 37 40.39565(W) AD(       ) 1
 BX3080  ELLIP H (01/21/93)   -0.741  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4739  **This station is located in a suspected subsidence area (see below).
 BJ4739  ___________________________________________________________________
 BJ4739  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BJ4739  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4739 ** and geoid heights are valid at the date of observation. These heights
 BJ4739 ** must always be validated when used as control.
 BJ4739 ** The orthometric height has not been validated since last determined
 BJ4739 ** by differential leveling and should not be used for control purposes.
 BJ4739 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4739 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4739 ** epoch indicated which incorporates improved geoid heights for the
 BJ4739 ** Southern Louisiana Subsidence area.
 BJ4739 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2691  **This station is located in a suspected subsidence area (see below).
 AU2691  ___________________________________________________________________
 AU2691  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2691  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2691 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2691 ** and geoid heights are valid at the date of observation. These heights
 AU2691 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2696  **This station is located in a suspected subsidence area (see below).
 AU2696  ___________________________________________________________________
 AU2696  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2696  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2695  **This station is located in a suspected subsidence area (see below).
 AU2695  ___________________________________________________________________
 AU2695  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2695  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2693  **This station is located in a suspected subsidence area (see below).
 AU2693  ___________________________________________________________________
 AU2693  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2693  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2409  **This station is located in a suspected subsidence area (see below).
 AU2409  ___________________________________________________________________
 AU2409  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2409  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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                                        0261342.8 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5067  **This station is located in a suspected subsidence area (see below).
 BJ5067  ___________________________________________________________________
 BJ5067  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5067  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5067 ** and geoid heights are valid at the date of observation. These heights
 BJ5067 ** must always be validated when used as control.
 BJ5067 ** The orthometric height has not been validated since last determined
 BJ5067 ** by differential leveling and should not be used for control purposes.
 BJ5067 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5067 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5067 ** epoch indicated which incorporates improved geoid heights for the
 BJ5067 ** Southern Louisiana Subsidence area.
 BJ5067 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2776  **This station is located in a suspected subsidence area (see below).
 BH2776  ___________________________________________________________________
 BH2776  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2776  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BH2776 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2776 ** and geoid heights are valid at the date of observation. These heights
 BH2776 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2775  **This station is located in a suspected subsidence area (see below).
 BH2775  ___________________________________________________________________
 BH2775  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BH2775  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2775 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2775 ** and geoid heights are valid at the date of observation. These heights
 BH2775 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT1272* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT1272  **This station is located in a suspected subsidence area (see below).
 AT1272  ___________________________________________________________________
 AT1272  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AT1272  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 36 33.81048(N)    090 44 08.69631(W)     ADJUSTED  
 AH6236* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6236  **This station is located in a suspected subsidence area (see below).
 AH6236  ___________________________________________________________________
 AH6236  EPOCH DATE  -        2002.00
 AH6236  X           -     -71,263.818 (meters)                     COMP
 AH6236  Y           -  -5,549,299.705 (meters)                     COMP
 AH6236  Z           -   3,132,790.798 (meters)                     COMP
 AH6236  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6236  ELLIP HEIGHT-         -23.788 (meters)          (02/10/07) ADJUSTED
 AH6236  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6236
 AH6236  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6236  Type    PID    Designation                      North   East  Ellip
 AH6236  -------------------------------------------------------------------
 AH6236  NETWORK AH6236 ALMAB 01                          1.86   1.78   4.63
 AH6236  -------------------------------------------------------------------
 AH6236
 AH6236.The horizontal coordinates were established by GPS observations
 AH6236.and adjusted by the National Geodetic Survey in February 2007.
 AH6236
 AH6236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6236.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6236.The horizontal coordinates are valid at the epoch date displayed above.
 AH6236.The epoch date for horizontal control is a decimal equivalence
 AH6236.of Year/Month/Day.
 AH6236
 AH6236.The orthometric height was determined by GPS observations and a
 AH6236.high-resolution geoid model.
 AH6236 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6236 ** and geoid heights are valid at the date of observation. These heights
 AH6236 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,121.625 1,057,879.937   MT  0.99994893   +0 17 55.7
 AH6236;SPC LA S     -   403,941.53  3,470,727.76   sFT  0.99994893   +0 17 55.7
 AH6236;UTM  15      - 3,277,645.387   719,261.345   MT  1.00019322   +1 07 09.0
 AH6236
 AH6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6236!SPC LA S     -   1.00000374  x   0.99994893  =   0.99995267
 AH6236!UTM  15      -   1.00000374  x   1.00019322  =   1.00019696
 AH6236
 AH6236:                Primary Azimuth Mark                     Grid Az
 AH6236:SPC LA S     -  ALMAB 02                                 335 42 42.2
 AH6236:UTM  15      -  ALMAB 02                                 334 53 28.9
 AH6236
 AH6236|---------------------------------------------------------------------|
 AH6236| PID    Reference Object                     Distance      Geod. Az  |
 AH6236|                                                           dddmmss.s |
 AH6236| AH6481 ALMAB 02                            APPROX. 0.7 KM 3360037.9 |
 AH6236|---------------------------------------------------------------------|
 AH6236
 AH6236                          SUPERSEDED SURVEY CONTROL
 AH6236
 AH6236  ELLIP H (02/21/02)  -23.771  (m)                       GP(       ) 5 1
 AH6236  NAD 83(1992)-  29 36 33.81067(N)    090 44 08.69561(W) AD(       ) 1
 AH6236  ELLIP H (12/17/98)  -23.735  (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 = MARCH 13, 2009
 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(2007)-  29 36 54.00140(N)    090 44 18.97926(W)     ADJUSTED  
 AH6481* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6481  **This station is located in a suspected subsidence area (see below).
 AH6481  ___________________________________________________________________
 AH6481  EPOCH DATE  -        2002.00
 AH6481  X           -     -71,536.507 (meters)                     COMP
 AH6481  Y           -  -5,548,988.890 (meters)                     COMP
 AH6481  Z           -   3,133,331.236 (meters)                     COMP
 AH6481  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6481  ELLIP HEIGHT-         -23.889 (meters)          (02/10/07) ADJUSTED
 AH6481  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6481
 AH6481  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6481  Type    PID    Designation                      North   East  Ellip
 AH6481  -------------------------------------------------------------------
 AH6481  NETWORK AH6481 ALMAB 02                          1.35   1.29   3.49
 AH6481  -------------------------------------------------------------------
 AH6481
 AH6481.The horizontal coordinates were established by GPS observations
 AH6481.and adjusted by the National Geodetic Survey in February 2007.
 AH6481
 AH6481.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6481.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6481.The horizontal coordinates are valid at the epoch date displayed above.
 AH6481.The epoch date for horizontal control is a decimal equivalence
 AH6481.of Year/Month/Day.
 AH6481
 AH6481.The orthometric height was determined by GPS observations and a
 AH6481.high-resolution geoid model.
 AH6481 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6481 ** and geoid heights are valid at the date of observation. These heights
 AH6481 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,741.835 1,057,600.054   MT  0.99994827   +0 17 50.5
 AH6481;SPC LA S     -   405,976.34  3,469,809.51   sFT  0.99994827   +0 17 50.5
 AH6481;UTM  15      - 3,278,261.675   718,972.539   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 09.4
 AH6481:UTM  15      -  ALMAB 03                                 333 27 55.3
 AH6481
 AH6481|---------------------------------------------------------------------|
 AH6481| PID    Reference Object                     Distance      Geod. Az  |
 AH6481|                                                           dddmmss.s |
 AH6481| AH6482 ALMAB 03                            APPROX. 0.9 KM 3343459.9 |
 AH6481| AH6487 ALMAB 04                            APPROX. 1.7 KM 3374342.2 |
 AH6481|---------------------------------------------------------------------|
 AH6481
 AH6481                          SUPERSEDED SURVEY CONTROL
 AH6481
 AH6481  ELLIP H (02/21/02)  -23.867  (m)                       GP(       ) 5 1
 AH6481  NAD 83(1992)-  29 36 54.00151(N)    090 44 18.97834(W) AD(       ) 1
 AH6481  ELLIP H (12/17/98)  -23.821  (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 = MARCH 13, 2009
 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(2007)-  29 37 19.83360(N)    090 44 33.02860(W)     NO CHECK  
 AH6482* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6482  **This station is located in a suspected subsidence area (see below).
 AH6482  ___________________________________________________________________
 AH6482  EPOCH DATE  -        2002.00
 AH6482  X           -     -71,909.373 (meters)                     COMP
 AH6482  Y           -  -5,548,591.024 (meters)                     COMP
 AH6482  Z           -   3,134,022.740 (meters)                     COMP
 AH6482  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6482  ELLIP HEIGHT-         -23.792 (meters)          (02/10/07) NO CHECK
 AH6482  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6482
 AH6482  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6482  Type    PID    Designation                      North   East  Ellip
 AH6482  -------------------------------------------------------------------
 AH6482  NETWORK AH6482 ALMAB 03                          2.74   2.16   5.53
 AH6482  -------------------------------------------------------------------
 AH6482
 AH6482.The horizontal coordinates were established by GPS observations
 AH6482.and adjusted by the National Geodetic Survey in February 2007.
 AH6482
 AH6482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6482.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6482.No horizontal observational check was made to the station.
 AH6482.The horizontal coordinates are valid at the epoch date displayed above.
 AH6482.The epoch date for horizontal control is a decimal equivalence
 AH6482.of Year/Month/Day.
 AH6482
 AH6482.The orthometric height was determined by GPS observations and a
 AH6482.high-resolution geoid model.
 AH6482 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6482 ** and geoid heights are valid at the date of observation. These heights
 AH6482 ** must always be validated when used as control.
 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 more information.
 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
 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     -   124,535.215 1,057,217.986   MT  0.99994744   +0 17 43.5
 AH6482;SPC LA S     -   408,579.28  3,468,556.01   sFT  0.99994744   +0 17 43.5
 AH6482;UTM  15      - 3,279,049.693   718,579.051   MT  1.00018954   +1 06 58.6
 AH6482
 AH6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6482!SPC LA S     -   1.00000374  x   0.99994744  =   0.99995118
 AH6482!UTM  15      -   1.00000374  x   1.00018954  =   1.00019328
 AH6482
 AH6482:                Primary Azimuth Mark                     Grid Az
 AH6482:SPC LA S     -  ALMAB 02                                 154 17 09.5
 AH6482:UTM  15      -  ALMAB 02                                 153 27 54.4
 AH6482
 AH6482|---------------------------------------------------------------------|
 AH6482| PID    Reference Object                     Distance      Geod. Az  |
 AH6482|                                                           dddmmss.s |
 AH6482| AH6481 ALMAB 02                            APPROX. 0.9 KM 1543453.0 |
 AH6482| AH6487 ALMAB 04                            APPROX. 0.8 KM 3410435.2 |
 AH6482|---------------------------------------------------------------------|
 AH6482
 AH6482                          SUPERSEDED SURVEY CONTROL
 AH6482
 AH6482  ELLIP H (02/21/02)  -23.774  (m)                       GP(       ) 5 1
 AH6482  NAD 83(1992)-  29 37 19.83381(N)    090 44 33.02758(W) AD(       ) 1
 AH6482  ELLIP H (12/17/98)  -23.727  (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 = MARCH 13, 2009
 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(2007)-  29 37 45.23508(N)    090 44 42.99641(W)     ADJUSTED  
 AH6487* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6487  **This station is located in a suspected subsidence area (see below).
 AH6487  ___________________________________________________________________
 AH6487  EPOCH DATE  -        2002.00
 AH6487  X           -     -72,172.479 (meters)                     COMP
 AH6487  Y           -  -5,548,200.767 (meters)                     COMP
 AH6487  Z           -   3,134,702.518 (meters)                     COMP
 AH6487  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6487  ELLIP HEIGHT-         -23.998 (meters)          (02/10/07) ADJUSTED
 AH6487  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6487
 AH6487  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6487  Type    PID    Designation                      North   East  Ellip
 AH6487  -------------------------------------------------------------------
 AH6487  NETWORK AH6487 ALMAB 04                          1.63   1.49   3.68
 AH6487  -------------------------------------------------------------------
 AH6487
 AH6487.The horizontal coordinates were established by GPS observations
 AH6487.and adjusted by the National Geodetic Survey in February 2007.
 AH6487
 AH6487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6487.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6487.The horizontal coordinates are valid at the epoch date displayed above.
 AH6487.The epoch date for horizontal control is a decimal equivalence
 AH6487.of Year/Month/Day.
 AH6487
 AH6487.The orthometric height was determined by GPS observations and a
 AH6487.high-resolution geoid model.
 AH6487 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6487 ** and geoid heights are valid at the date of observation. These heights
 AH6487 ** must always be validated when used as control.
 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 more information.
 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
 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     -   125,315.911 1,056,945.830   MT  0.99994664   +0 17 38.5
 AH6487;SPC LA S     -   411,140.62  3,467,663.11   sFT  0.99994664   +0 17 38.5
 AH6487;UTM  15      - 3,279,826.597   718,295.667   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 51.8
 AH6487:UTM  15      -  ALMAB 03                                 159 57 35.8
 AH6487
 AH6487|---------------------------------------------------------------------|
 AH6487| PID    Reference Object                     Distance      Geod. Az  |
 AH6487|                                                           dddmmss.s |
 AH6487| AH6482 ALMAB 03                            APPROX. 0.8 KM 1610430.3 |
 AH6487|---------------------------------------------------------------------|
 AH6487
 AH6487                          SUPERSEDED SURVEY CONTROL
 AH6487
 AH6487  ELLIP H (02/21/02)  -23.980  (m)                       GP(       ) 5 1
 AH6487  NAD 83(1992)-  29 37 45.23521(N)    090 44 42.99543(W) AD(       ) 1
 AH6487  ELLIP H (12/17/98)  -23.932  (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 = MARCH 13, 2009
 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(2007)-  29 38 08.73927(N)    090 44 56.45841(W)     ADJUSTED  
 AH6486* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6486  **This station is located in a suspected subsidence area (see below).
 AH6486  ___________________________________________________________________
 AH6486  EPOCH DATE  -        2002.00
 AH6486  X           -     -72,529.905 (meters)                     COMP
 AH6486  Y           -  -5,547,838.072 (meters)                     COMP
 AH6486  Z           -   3,135,331.472 (meters)                     COMP
 AH6486  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6486  ELLIP HEIGHT-         -24.203 (meters)          (02/10/07) ADJUSTED
 AH6486  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6486
 AH6486  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6486  Type    PID    Designation                      North   East  Ellip
 AH6486  -------------------------------------------------------------------
 AH6486  NETWORK AH6486 ALMAB 05                          1.14   1.14   2.59
 AH6486  -------------------------------------------------------------------
 AH6486
 AH6486.The horizontal coordinates were established by GPS observations
 AH6486.and adjusted by the National Geodetic Survey in February 2007.
 AH6486
 AH6486.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6486.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6486.The horizontal coordinates are valid at the epoch date displayed above.
 AH6486.The epoch date for horizontal control is a decimal equivalence
 AH6486.of Year/Month/Day.
 AH6486
 AH6486.The orthometric height was determined by GPS observations and a
 AH6486.high-resolution geoid model.
 AH6486 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6486 ** and geoid heights are valid at the date of observation. These heights
 AH6486 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,037.719 1,056,580.025   MT  0.99994592   +0 17 31.8
 AH6486;SPC LA S     -   413,508.75  3,466,462.97   sFT  0.99994592   +0 17 31.8
 AH6486;UTM  15      - 3,280,543.261   717,919.464   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 3430638.6 |
 AH6486|---------------------------------------------------------------------|
 AH6486
 AH6486                          SUPERSEDED SURVEY CONTROL
 AH6486
 AH6486  ELLIP H (02/21/02)  -24.185  (m)                       GP(       ) 5 1
 AH6486  NAD 83(1992)-  29 38 08.73939(N)    090 44 56.45743(W) AD(       ) 1
 AH6486  ELLIP H (12/17/98)  -24.135  (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 = MARCH 13, 2009
 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(2007)-  29 38 35.21745(N)    090 45 05.66145(W)     ADJUSTED  
 AH6488* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6488  **This station is located in a suspected subsidence area (see below).
 AH6488  ___________________________________________________________________
 AH6488  EPOCH DATE  -        2002.00
 AH6488  X           -     -72,772.147 (meters)                     COMP
 AH6488  Y           -  -5,547,431.596 (meters)                     COMP
 AH6488  Z           -   3,136,040.028 (meters)                     COMP
 AH6488  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6488  ELLIP HEIGHT-         -24.297 (meters)          (02/10/07) ADJUSTED
 AH6488  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6488
 AH6488  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6488  Type    PID    Designation                      North   East  Ellip
 AH6488  -------------------------------------------------------------------
 AH6488  NETWORK AH6488 ALMAB 06                          1.47   1.31   2.90
 AH6488  -------------------------------------------------------------------
 AH6488
 AH6488.The horizontal coordinates were established by GPS observations
 AH6488.and adjusted by the National Geodetic Survey in February 2007.
 AH6488
 AH6488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6488.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6488.The horizontal coordinates are valid at the epoch date displayed above.
 AH6488.The epoch date for horizontal control is a decimal equivalence
 AH6488.of Year/Month/Day.
 AH6488
 AH6488.The orthometric height was determined by GPS observations and a
 AH6488.high-resolution geoid model.
 AH6488 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6488 ** and geoid heights are valid at the date of observation. These heights
 AH6488 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,851.685 1,056,328.349   MT  0.99994511   +0 17 27.2
 AH6488;SPC LA S     -   416,179.24  3,465,637.26   sFT  0.99994511   +0 17 27.2
 AH6488;UTM  15      - 3,281,353.729   717,656.081   MT  1.00018456   +1 06 45.0
 AH6488
 AH6488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6488!SPC LA S     -   1.00000382  x   0.99994511  =   0.99994893
 AH6488!UTM  15      -   1.00000382  x   1.00018456  =   1.00018838
 AH6488
 AH6488:                Primary Azimuth Mark                     Grid Az
 AH6488:SPC LA S     -  ALMAB 07                                 336 21 37.0
 AH6488:UTM  15      -  ALMAB 07                                 335 32 19.2
 AH6488
 AH6488|---------------------------------------------------------------------|
 AH6488| PID    Reference Object                     Distance      Geod. Az  |
 AH6488|                                                           dddmmss.s |
 AH6488| AH6489 ALMAB 07                            APPROX. 0.9 KM 3363904.2 |
 AH6488|---------------------------------------------------------------------|
 AH6488
 AH6488                          SUPERSEDED SURVEY CONTROL
 AH6488
 AH6488  ELLIP H (02/21/02)  -24.282  (m)                       GP(       ) 5 1
 AH6488  NAD 83(1992)-  29 38 35.21761(N)    090 45 05.66034(W) AD(       ) 1
 AH6488  ELLIP H (12/17/98)  -24.204  (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 = MARCH 13, 2009
 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(2007)-  29 39 00.62629(N)    090 45 18.21863(W)     ADJUSTED  
 AH6489* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6489  **This station is located in a suspected subsidence area (see below).
 AH6489  ___________________________________________________________________
 AH6489  EPOCH DATE  -        2002.00
 AH6489  X           -     -73,104.774 (meters)                     COMP
 AH6489  Y           -  -5,547,040.615 (meters)                     COMP
 AH6489  Z           -   3,136,720.203 (meters)                     COMP
 AH6489  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6489  ELLIP HEIGHT-         -23.817 (meters)          (02/10/07) ADJUSTED
 AH6489  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6489
 AH6489  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6489  Type    PID    Designation                      North   East  Ellip
 AH6489  -------------------------------------------------------------------
 AH6489  NETWORK AH6489 ALMAB 07                          1.41   1.06   2.57
 AH6489  -------------------------------------------------------------------
 AH6489
 AH6489.The horizontal coordinates were established by GPS observations
 AH6489.and adjusted by the National Geodetic Survey in February 2007.
 AH6489
 AH6489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6489.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6489.The horizontal coordinates are valid at the epoch date displayed above.
 AH6489.The epoch date for horizontal control is a decimal equivalence
 AH6489.of Year/Month/Day.
 AH6489
 AH6489.The orthometric height was determined by GPS observations and a
 AH6489.high-resolution geoid model.
 AH6489 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6489 ** and geoid heights are valid at the date of observation. These heights
 AH6489 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,632.279 1,055,986.672   MT  0.99994436   +0 17 20.9
 AH6489;SPC LA S     -   418,740.24  3,464,516.27   sFT  0.99994436   +0 17 20.9
 AH6489;UTM  15      - 3,282,129.527   717,303.160   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 37.1
 AH6489:UTM  15      -  ALMAB 06                                 155 32 18.3
 AH6489
 AH6489|---------------------------------------------------------------------|
 AH6489| PID    Reference Object                     Distance      Geod. Az  |
 AH6489|                                                           dddmmss.s |
 AH6489| AH6488 ALMAB 06                            APPROX. 0.9 KM 1563858.0 |
 AH6489|---------------------------------------------------------------------|
 AH6489
 AH6489                          SUPERSEDED SURVEY CONTROL
 AH6489
 AH6489  ELLIP H (02/21/02)  -23.805  (m)                       GP(       ) 5 1
 AH6489  NAD 83(1992)-  29 39 00.62652(N)    090 45 18.21736(W) AD(       ) 1
 AH6489  ELLIP H (12/17/98)  -23.693  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0499  **This station is located in a suspected subsidence area (see below).
 AU0499  ___________________________________________________________________
 AU0499  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU0499  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0499 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0499 ** and geoid heights are valid at the date of observation. These heights
 AU0499 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2867  **This station is located in a suspected subsidence area (see below).
 AU2867  ___________________________________________________________________
 AU2867  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2867  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2867 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2867 ** and geoid heights are valid at the date of observation. These heights
 AU2867 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4028  **This station is located in a suspected subsidence area (see below).
 BJ4028  ___________________________________________________________________
 BJ4028  X           -    -115,018.916 (meters)                     COMP
 BJ4028  Y           -  -5,495,115.192 (meters)                     COMP
 BJ4028  Z           -   3,225,048.690 (meters)                     COMP
 BJ4028  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BJ4028  ELLIP HEIGHT-          -5.884 (meters)          (11/16/93) ADJUSTED
 BJ4028  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ4028  DYNAMIC HT  -          21.2   (meters)      70.    (feet)  COMP
 BJ4028  MODELED GRAV-     979,346.1   (mgal)                       NAVD 88
 BJ4028
 BJ4028  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 BJ4028 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4028 ** and geoid heights are valid at the date of observation. These heights
 BJ4028 ** must always be validated when used as control.
 BJ4028 ** The orthometric height has not been validated since last determined
 BJ4028 ** by differential leveling and should not be used for control purposes.
 BJ4028 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4028 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4028 ** epoch indicated which incorporates improved geoid heights for the
 BJ4028 ** Southern Louisiana Subsidence area.
 BJ4028 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2752  **This station is located in a suspected subsidence area (see below).
 AU2752  ___________________________________________________________________
 AU2752  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AU2752  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2752 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2752 ** and geoid heights are valid at the date of observation. These heights
 AU2752 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0936  **This station is located in a suspected subsidence area (see below).
 AT0936  ___________________________________________________________________
 AT0936  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AT0936  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0936 ** and geoid heights are valid at the date of observation. These heights
 AT0936 ** must always be validated when used as control.
 AT0936 ** The orthometric height has not been validated since last determined
 AT0936 ** by differential leveling and should not be used for control purposes.
 AT0936 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0936 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0936 ** epoch indicated which incorporates improved geoid heights for the
 AT0936 ** Southern Louisiana Subsidence area.
 AT0936 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 41 18.93803(N)    091 05 35.96776(W)     ADJUSTED  
 AU3238* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3238  **This station is located in a suspected subsidence area (see below).
 AU3238  ___________________________________________________________________
 AU3238  EPOCH DATE  -        2002.00
 AU3238  X           -    -105,811.781 (meters)                     COMP
 AU3238  Y           -  -5,544,404.518 (meters)                     COMP
 AU3238  Z           -   3,140,420.482 (meters)                     COMP
 AU3238  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AU3238  ELLIP HEIGHT-         -24.020 (meters)          (02/10/07) ADJUSTED
 AU3238  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AU3238
 AU3238  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3238  Type    PID    Designation                      North   East  Ellip
 AU3238  -------------------------------------------------------------------
 AU3238  NETWORK AU3238 AMELIA BOREHOLE 6                 5.92   6.98   7.86
 AU3238  -------------------------------------------------------------------
 AU3238
 AU3238.The horizontal coordinates were established by GPS observations
 AU3238.and adjusted by the National Geodetic Survey in February 2007.
 AU3238
 AU3238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3238.The horizontal coordinates are valid at the epoch date displayed above.
 AU3238.The epoch date for horizontal control is a decimal equivalence
 AU3238.of Year/Month/Day.
 AU3238
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3238 ** and geoid heights are valid at the date of observation. These heights
 AU3238 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,773.820 1,023,228.131   MT  0.99994050   +0 07 12.0
 AU3238;SPC LA S     -   432,327.94  3,357,040.96   sFT  0.99994050   +0 07 12.0
 AU3238;UTM  15      - 3,285,800.532   684,483.352   MT  1.00001994   +0 56 40.6
 AU3238
 AU3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3238!SPC LA S     -   1.00000377  x   0.99994050  =   0.99994427
 AU3238!UTM  15      -   1.00000377  x   1.00001994  =   1.00002371
 AU3238
 AU3238                          SUPERSEDED SURVEY CONTROL
 AU3238
 AU3238  ELLIP H (07/18/02)  -24.054  (m)                       GP(       ) 4 2
 AU3238  NAD 83(1992)-  29 41 18.93622(N)    091 05 35.96570(W) AD(       ) 1
 AU3238  ELLIP H (01/21/93)  -24.040  (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     3  
 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: 15RXN8448385801(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 = MARCH 13, 2009
 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(2007)-  29 40 06.21032(N)    091 05 51.91662(W)     NO CHECK  
 AU3239* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3239  **This station is located in a suspected subsidence area (see below).
 AU3239  ___________________________________________________________________
 AU3239  EPOCH DATE  -        2002.00
 AU3239  X           -    -106,261.766 (meters)                     COMP
 AU3239  Y           -  -5,545,506.801 (meters)                     COMP
 AU3239  Z           -   3,138,475.996 (meters)                     COMP
 AU3239  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU3239  ELLIP HEIGHT-         -21.816 (meters)          (02/10/07) NO CHECK
 AU3239  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU3239
 AU3239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3239  Type    PID    Designation                      North   East  Ellip
 AU3239  -------------------------------------------------------------------
 AU3239  NETWORK AU3239 AMELIA RAILROAD                   7.51   8.35   9.49
 AU3239  -------------------------------------------------------------------
 AU3239
 AU3239.The horizontal coordinates were established by GPS observations
 AU3239.and adjusted by the National Geodetic Survey in February 2007.
 AU3239
 AU3239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3239.No horizontal observational check was made to the station.
 AU3239.The horizontal coordinates are valid at the epoch date displayed above.
 AU3239.The epoch date for horizontal control is a decimal equivalence
 AU3239.of Year/Month/Day.
 AU3239
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3239 ** and geoid heights are valid at the date of observation. These heights
 AU3239 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,533.718 1,022,803.976   MT  0.99994247   +0 07 04.1
 AU3239;SPC LA S     -   424,978.54  3,355,649.38   sFT  0.99994247   +0 07 04.1
 AU3239;UTM  15      - 3,283,554.386   684,091.437   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 (07/18/02)  -21.863  (m)                       GP(       ) 4 2
 AU3239  NAD 83(1992)-  29 40 06.20844(N)    091 05 51.91459(W) AD(       ) 1
 AU3239  ELLIP H (01/21/93)  -21.841  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2335  **This station is located in a suspected subsidence area (see below).
 AU2335  ___________________________________________________________________
 AU2335  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU2335  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1100  **This station is located in a suspected subsidence area (see below).
 AT1100  ___________________________________________________________________
 AT1100  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AT1100  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1100 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1100 ** and geoid heights are valid at the date of observation. These heights
 AT1100 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2646  **This station is located in a suspected subsidence area (see below).
 AU2646  ___________________________________________________________________
 AU2646  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2646  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2646 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2646 ** and geoid heights are valid at the date of observation. These heights
 AU2646 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2648  **This station is located in a suspected subsidence area (see below).
 AU2648  ___________________________________________________________________
 AU2648  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AU2648  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2648 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2648 ** and geoid heights are valid at the date of observation. These heights
 AU2648 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2740  **This station is located in a suspected subsidence area (see below).
 AU2740  ___________________________________________________________________
 AU2740  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2740  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2740 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2740 ** and geoid heights are valid at the date of observation. These heights
 AU2740 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2124  **This station is located in a suspected 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 was scaled from a topographic map.
 AU2124 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2124 ** and geoid heights are valid at the date of observation. These heights
 AU2124 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1758  **This station is located in a suspected subsidence area (see below).
 BJ1758  ___________________________________________________________________
 BJ1758  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ1758  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ1758  DYNAMIC HT  -          33.7   (meters)     111.    (feet)  COMP
 BJ1758  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 BJ1758
 BJ1758  HORZ ORDER  -  SECOND
 BJ1758  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ1758 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1758 ** and geoid heights are valid at the date of observation. These heights
 BJ1758 ** must always be validated when used as control.
 BJ1758 ** The orthometric height has not been validated since last determined
 BJ1758 ** by differential leveling and should not be used for control purposes.
 BJ1758 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1758 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1758 ** epoch indicated which incorporates improved geoid heights for the
 BJ1758 ** Southern Louisiana Subsidence area.
 BJ1758 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1758.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 - October 17, 2007
 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  HISTORY     - 20071017 GOOD             NGS
 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.
 BJ1758
 BJ1758                          STATION RECOVERY (2007)
 BJ1758
 BJ1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 BJ1758'MARK FOUND IN GOOD CONDITION.  CORRECTION TO 1992 TO REACH, THE MARK
 BJ1758'IS 40.0 FEET WEST OF THE CENTERLINE OF NORTH MYRLTE STREET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4588  **This station is located in a suspected subsidence area (see below).
 BJ4588  ___________________________________________________________________
 BJ4588  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BJ4588  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4589  **This station is located in a suspected subsidence area (see below).
 BJ4589  ___________________________________________________________________
 BJ4589  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4589  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4563  **This station is located in a suspected subsidence area (see below).
 BJ4563  ___________________________________________________________________
 BJ4563  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4563  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4586  **This station is located in a suspected subsidence area (see below).
 BJ4586  ___________________________________________________________________
 BJ4586  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4586  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4562  **This station is located in a suspected subsidence area (see below).
 BJ4562  ___________________________________________________________________
 BJ4562  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4562  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2426  **This station is located in a suspected subsidence area (see below).
 AU2426  ___________________________________________________________________
 AU2426  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AU2426  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2426 ** and geoid heights are valid at the date of observation. These heights
 AU2426 ** must always be validated when used as control.
 AU2426 ** The orthometric height has not been validated since last determined
 AU2426 ** by differential leveling and should not be used for control purposes.
 AU2426 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2426 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2426 ** epoch indicated which incorporates improved geoid heights for the
 AU2426 ** Southern Louisiana Subsidence area.
 AU2426 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1188  **This station is located in a suspected subsidence area (see below).
 AT1188  ___________________________________________________________________
 AT1188  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1188  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1188 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1188 ** and geoid heights are valid at the date of observation. These heights
 AT1188 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0739  **This station is located in a suspected subsidence area (see below).
 AV0739  ___________________________________________________________________
 AV0739  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0739  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0739 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0739 ** and geoid heights are valid at the date of observation. These heights
 AV0739 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  30 57 57.41542(N)    090 51 41.06520(W)     ADJUSTED  
 BJ3610* NAVD 88     -        57.220  (meters)     187.73   (feet)  ADJUSTED  
 BJ3610  ___________________________________________________________________
 BJ3610  EPOCH DATE  -        2002.00
 BJ3610  X           -     -82,294.546 (meters)                     COMP
 BJ3610  Y           -  -5,473,341.784 (meters)                     COMP
 BJ3610  Z           -   3,262,672.430 (meters)                     COMP
 BJ3610  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ3610  ELLIP HEIGHT-          30.125 (meters)          (02/10/07) ADJUSTED
 BJ3610  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BJ3610  DYNAMIC HT  -          57.146 (meters)     187.49  (feet)  COMP
 BJ3610
 BJ3610  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3610  Type    PID    Designation                      North   East  Ellip
 BJ3610  -------------------------------------------------------------------
 BJ3610  NETWORK BJ3610 ANDY                              2.45   3.04   9.39
 BJ3610  -------------------------------------------------------------------
 BJ3610  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 BJ3610
 BJ3610  VERT ORDER  -  SECOND    CLASS I
 BJ3610
 BJ3610.The horizontal coordinates were established by GPS observations
 BJ3610.and adjusted by the National Geodetic Survey in February 2007.
 BJ3610
 BJ3610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3610.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3610.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3610.The epoch date for horizontal control is a decimal equivalence
 BJ3610.of Year/Month/Day.
 BJ3610
 BJ3610.The orthometric height was determined by differential leveling
 BJ3610.and adjusted 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     -   273,442.047 1,045,089.894   MT  1.00006737   +0 14 09.5
 BJ3610;SPC LA S     -   897,117.78  3,428,765.76   sFT  1.00006737   +0 14 09.5
 BJ3610;UTM  15      - 3,427,790.167   704,258.043   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 (02/21/02)   30.107  (m)                       GP(       ) 4 1
 BJ3610  NAD 83(1992)-  30 57 57.41551(N)    090 51 41.06451(W) AD(       ) 1
 BJ3610  ELLIP H (05/13/94)   30.184  (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)   30.187  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5134  **This station is located in a suspected subsidence area (see below).
 BJ5134  ___________________________________________________________________
 BJ5134  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5134  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5134 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5134 ** and geoid heights are valid at the date of observation. These heights
 BJ5134 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2962  **This station is located in a suspected subsidence area (see below).
 BH2962  ___________________________________________________________________
 BH2962  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 BH2962  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2962 ** and geoid heights are valid at the date of observation. These heights
 BH2962 ** must always be validated when used as control.
 BH2962 ** The orthometric height has not been validated since last determined
 BH2962 ** by differential leveling and should not be used for control purposes.
 BH2962 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2962 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2962 ** epoch indicated which incorporates improved geoid heights for the
 BH2962 ** Southern Louisiana Subsidence area.
 BH2962 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4924  **This station is located in a suspected subsidence area (see below).
 BJ4924  ___________________________________________________________________
 BJ4924  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4924  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4924 ** and geoid heights are valid at the date of observation. These heights
 BJ4924 ** must always be validated when used as control.
 BJ4924 ** The orthometric height has not been validated since last determined
 BJ4924 ** by differential leveling and should not be used for control purposes.
 BJ4924 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4924 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4924 ** epoch indicated which incorporates improved geoid heights for the
 BJ4924 ** Southern Louisiana Subsidence area.
 BJ4924 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 49.5
 CQ2670:UTM  15      -  MLU ARP 1955                             052 09 28.0
 CQ2670
 CQ2670|---------------------------------------------------------------------|
 CQ2670| PID    Reference Object                     Distance      Geod. Az  |
 CQ2670|                                                           dddmmss.s |
 CQ2670| CQ2669 MLU ARP 1955                        APPROX. 0.8 KM 0524014.6 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3139  **This station is located in a suspected subsidence area (see below).
 BK3139  ___________________________________________________________________
 BK3139  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3139  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK3139 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3139 ** and geoid heights are valid at the date of observation. These heights
 BK3139 ** must always be validated when used as control.
 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 more information.
 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
 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 31.2
 BK3139:UTM  15      -  PORT                                     050 56 32.7
 BK3139
 BK3139|---------------------------------------------------------------------|
 BK3139| PID    Reference Object                     Distance      Geod. Az  |
 BK3139|                                                           dddmmss.s |
 BK3139| BK1641 PORT                                APPROX. 1.7 KM 0504939.9 |
 BK3139| BK1646 DAVIES 2                            APPROX. 1.3 KM 3432311.9 |
 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 = MARCH 13, 2009
 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(2007)-  32 30 54.94310(N)    092 01 53.69092(W)     NO CHECK  
 AA3534* NAVD 88     -        22.50   (meters)      73.8    (feet)  GPS OBS   
 AA3534  ___________________________________________________________________
 AA3534  EPOCH DATE  -        2002.00
 AA3534  X           -    -190,849.029 (meters)                     COMP
 AA3534  Y           -  -5,380,175.280 (meters)                     COMP
 AA3534  Z           -   3,408,748.567 (meters)                     COMP
 AA3534  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA3534  ELLIP HEIGHT-          -3.553 (meters)          (02/10/07) NO CHECK
 AA3534  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AA3534
 AA3534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3534  Type    PID    Designation                      North   East  Ellip
 AA3534  -------------------------------------------------------------------
 AA3534  NETWORK AA3534 AP 1968 STA A3 MLU                2.51   2.16  13.43
 AA3534  -------------------------------------------------------------------
 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 February 2007.
 AA3534
 AA3534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3534.No horizontal observational check was made to the station.
 AA3534.The horizontal coordinates are valid at the epoch date displayed above.
 AA3534.The epoch date for horizontal control is a decimal equivalence
 AA3534.of Year/Month/Day.
 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     -   223,541.951 1,044,011.579   MT  0.99996898   +0 14 51.6
 AA3534;SPC LA N     -   733,403.88  3,425,227.99   sFT  0.99996898   +0 14 51.6
 AA3534;UTM  15      - 3,597,964.142   590,958.970   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 (02/14/02)   -3.575  (m)                       GP(       ) 5 2
 AA3534  NAD 83(1992)-  32 30 54.94253(N)    092 01 53.69030(W) AD(       ) 1
 AA3534  ELLIP H (01/24/95)   -3.501  (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 = MARCH 13, 2009
 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 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 38.6
 CQ0009:UTM  15      -  MLU ARP 1955                             050 56 17.0
 CQ0009
 CQ0009|---------------------------------------------------------------------|
 CQ0009| PID    Reference Object                     Distance      Geod. Az  |
 CQ0009|                                                           dddmmss.s |
 CQ0009| CQ2669 MLU ARP 1955                        APPROX. 0.8 KM 0512703.9 |
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3278* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3278  **This station is located in a suspected subsidence area (see below).
 BK3278  ___________________________________________________________________
 BK3278  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BK3278  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  30 02 52.92468(N)    091 53 06.11595(W)     ADJUSTED  
 BJ5346* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5346  **This station is located in a suspected subsidence area (see below).
 BJ5346  ___________________________________________________________________
 BJ5346  EPOCH DATE  -        2002.00
 BJ5346  X           -    -181,758.731 (meters)                     COMP
 BJ5346  Y           -  -5,522,584.942 (meters)                     COMP
 BJ5346  Z           -   3,174,974.075 (meters)                     COMP
 BJ5346  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ5346  ELLIP HEIGHT-         -19.841 (meters)          (02/10/07) ADJUSTED
 BJ5346  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BJ5346
 BJ5346  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5346  Type    PID    Designation                      North   East  Ellip
 BJ5346  -------------------------------------------------------------------
 BJ5346  NETWORK BJ5346 ARA A                             2.10   2.55  12.39
 BJ5346  -------------------------------------------------------------------
 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 February 2007.
 BJ5346
 BJ5346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5346.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5346.The epoch date for horizontal control is a decimal equivalence
 BJ5346.of Year/Month/Day.
 BJ5346
 BJ5346.The orthometric height was determined by GPS observations and a
 BJ5346.high-resolution geoid model.
 BJ5346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5346 ** and geoid heights are valid at the date of observation. These heights
 BJ5346 ** must always be validated when used as control.
 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 more information.
 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
 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     -   171,718.866   946,798.421   MT  0.99992608   -0 16 33.1
 BJ5346;SPC LA S     -   563,380.98  3,106,287.82   sFT  0.99992608   -0 16 33.1
 BJ5346;UTM  15      - 3,324,631.723   607,487.644   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 (05/24/02)  -19.872  (m)                       GP(       ) 4 1
 BJ5346  NAD 83(1992)-  30 02 52.92494(N)    091 53 06.11592(W) AD(       ) 1
 BJ5346  ELLIP H (01/07/00)  -19.852  (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 = MARCH 13, 2009
 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(2007)-  30 01 40.86099(N)    091 52 47.80452(W)     ADJUSTED  
 BJ5347* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5347  **This station is located in a suspected subsidence area (see below).
 BJ5347  ___________________________________________________________________
 BJ5347  EPOCH DATE  -        2002.00
 BJ5347  X           -    -181,304.844 (meters)                     COMP
 BJ5347  Y           -  -5,523,709.690 (meters)                     COMP
 BJ5347  Z           -   3,173,052.191 (meters)                     COMP
 BJ5347  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5347  ELLIP HEIGHT-         -21.633 (meters)          (02/10/07) ADJUSTED
 BJ5347  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ5347
 BJ5347  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5347  Type    PID    Designation                      North   East  Ellip
 BJ5347  -------------------------------------------------------------------
 BJ5347  NETWORK BJ5347 ARA B                             2.08   2.53  12.37
 BJ5347  -------------------------------------------------------------------
 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 February 2007.
 BJ5347
 BJ5347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5347.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5347.The epoch date for horizontal control is a decimal equivalence
 BJ5347.of Year/Month/Day.
 BJ5347
 BJ5347.The orthometric height was determined by GPS observations and a
 BJ5347.high-resolution geoid model.
 BJ5347 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5347 ** and geoid heights are valid at the date of observation. These heights
 BJ5347 ** must always be validated when used as control.
 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 more information.
 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
 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     -   169,497.682   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      - 3,322,418.165   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 (05/24/02)  -21.662  (m)                       GP(       ) 4 1
 BJ5347  NAD 83(1992)-  30 01 40.86105(N)    091 52 47.80454(W) AD(       ) 1
 BJ5347  ELLIP H (01/07/00)  -21.642  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5348  **This station is located in a suspected subsidence area (see below).
 BJ5348  ___________________________________________________________________
 BJ5348  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5348  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5348 ** and geoid heights are valid at the date of observation. These heights
 BJ5348 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5349  **This station is located in a suspected subsidence area (see below).
 BJ5349  ___________________________________________________________________
 BJ5349  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5349  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5349 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5349 ** and geoid heights are valid at the date of observation. These heights
 BJ5349 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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(2007)-  30 02 11.16145(N)    091 52 53.92470(W)     ADJUSTED  
 AI3104* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AI3104  **This station is located in a suspected subsidence area (see below).
 AI3104  ___________________________________________________________________
 AI3104  EPOCH DATE  -        2002.00
 AI3104  X           -    -181,453.415 (meters)                     COMP
 AI3104  Y           -  -5,523,237.815 (meters)                     COMP
 AI3104  Z           -   3,173,860.079 (meters)                     COMP
 AI3104  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AI3104  ELLIP HEIGHT-         -21.377 (meters)          (02/10/07) ADJUSTED
 AI3104  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AI3104
 AI3104  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI3104  Type    PID    Designation                      North   East  Ellip
 AI3104  -------------------------------------------------------------------
 AI3104  NETWORK AI3104 ARA E                             2.06   2.53  12.37
 AI3104  -------------------------------------------------------------------
 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 February 2007.
 AI3104
 AI3104.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI3104.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI3104.The horizontal coordinates are valid at the epoch date displayed above.
 AI3104.The epoch date for horizontal control is a decimal equivalence
 AI3104.of Year/Month/Day.
 AI3104
 AI3104.The orthometric height was determined by GPS observations and a
 AI3104.high-resolution geoid model.
 AI3104 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AI3104 ** and geoid heights are valid at the date of observation. These heights
 AI3104 ** must always be validated when used as control.
 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 more information.
 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
 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     -   170,431.413   947,118.829   MT  0.99992594   -0 16 27.0
 AI3104;SPC LA S     -   559,157.06  3,107,339.02   sFT  0.99992594   -0 16 27.0
 AI3104;UTM  15      - 3,323,349.305   607,826.699   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 (03/19/02)  -21.406  (m)                       GP(       ) 1 1
 AI3104  NAD 83(1992)-  30 02 11.16155(N)    091 52 53.92477(W) AD(       ) B
 AI3104  ELLIP H (01/07/00)  -21.386  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2700  **This station is located in a suspected subsidence area (see below).
 AU2700  ___________________________________________________________________
 AU2700  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2700  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ4848* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ4848  **This station is located in a suspected subsidence area (see below).
 BJ4848  ___________________________________________________________________
 BJ4848  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4848  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4848 ** and geoid heights are valid at the date of observation. These heights
 BJ4848 ** must always be validated when used as control.
 BJ4848 ** The orthometric height has not been validated since last determined
 BJ4848 ** by differential leveling and should not be used for control purposes.
 BJ4848 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4848 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4848 ** epoch indicated which incorporates improved geoid heights for the
 BJ4848 ** Southern Louisiana Subsidence area.
 BJ4848 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2949  ___________________________________________________________________
 CQ2949  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 CQ2949  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2958  ___________________________________________________________________
 CQ2958  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CQ2958  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2957  ___________________________________________________________________
 CQ2957  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2957  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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  HISTORY     - 20080729 GOOD             GEOCAC
 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.
 CP3398
 CP3398                          STATION RECOVERY (2008)
 CP3398
 CP3398'RECOVERY NOTE BY GEOCACHING 2008
 CP3398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2866  **This station is located in a suspected subsidence area (see below).
 BK2866  ___________________________________________________________________
 BK2866  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK2866  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2866 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2866 ** and geoid heights are valid at the date of observation. These heights
 BK2866 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2680  **This station is located in a suspected subsidence area (see below).
 BH2680  ___________________________________________________________________
 BH2680  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 BH2680  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2680 ** and geoid heights are valid at the date of observation. These heights
 BH2680 ** must always be validated when used as control.
 BH2680 ** The orthometric height has not been validated since last determined
 BH2680 ** by differential leveling and should not be used for control purposes.
 BH2680 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2680 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2680 ** epoch indicated which incorporates improved geoid heights for the
 BH2680 ** Southern Louisiana Subsidence area.
 BH2680 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1047  **This station is located in a suspected subsidence area (see below).
 AT1047  ___________________________________________________________________
 AT1047  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AT1047  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5175  **This station is located in a suspected subsidence area (see below).
 BJ5175  ___________________________________________________________________
 BJ5175  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BJ5175  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5175 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5175 ** and geoid heights are valid at the date of observation. These heights
 BJ5175 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2591  **This station is located in a suspected subsidence area (see below).
 BJ2591  ___________________________________________________________________
 BJ2591  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2591  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2591 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2591 ** and geoid heights are valid at the date of observation. These heights
 BJ2591 ** must always be validated when used as control.
 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 more information.
 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 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                     32.265 METERS 21430     |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5206  **This station is located in a suspected subsidence area (see below).
 BJ5206  ___________________________________________________________________
 BJ5206  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5206  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 BJ2592 ***********************************************************************
 BJ2592  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ2592  DESIGNATION -  ARNAUDVILLE RM 1
 BJ2592  PID         -  BJ2592
 BJ2592  STATE/COUNTY-  LA/ST MARTIN
 BJ2592  USGS QUAD   -  ARNAUDVILLE (1970)
 BJ2592
 BJ2592                         *CURRENT SURVEY CONTROL
 BJ2592  ___________________________________________________________________
 BJ2592* NAD 83(2007)-  30 23 44.23844(N)    091 56 35.75353(W)     ADJUSTED  
 BJ2592* NAVD 88     -         7.76   (meters)      25.5    (feet)  GPS OBS(2006.81)
 BJ2592  **This station is located in a suspected subsidence area (see below).
 BJ2592  ___________________________________________________________________
 BJ2592  EPOCH DATE  -        2002.00
 BJ2592  X           -    -186,713.846 (meters)                     COMP
 BJ2592  Y           -  -5,503,013.622 (meters)                     COMP
 BJ2592  Z           -   3,208,269.029 (meters)                     COMP
 BJ2592  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2592  ELLIP HEIGHT-         -19.650 (meters)          (03/12/08) ADJUSTED
 BJ2592  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BJ2592  HORZ ORDER  -  A
 BJ2592  ELLP ORDER  -  THIRD     CLASS I
 BJ2592
 BJ2592.The horizontal coordinates were established by GPS observations
 BJ2592.and adjusted by the National Geodetic Survey in March 2008.
 BJ2592
 BJ2592.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ2592.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ2592.The horizontal coordinates are valid at the epoch date displayed above.
 BJ2592.The epoch date for horizontal control is a decimal equivalence
 BJ2592.of Year/Month/Day.
 BJ2592
 BJ2592.The orthometric height was determined by GPS observations and a
 BJ2592.high-resolution geoid model.
 BJ2592 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2592 ** and geoid heights are valid at the date of observation. These heights
 BJ2592 ** must always be validated when used as control.
 BJ2592 ** The orthometric height was determined by GPS observations using
 BJ2592 ** precise GPS observation and processing techniques and a new
 BJ2592 ** realization of GEOID03. It supersedes any height that may have been
 BJ2592 ** previously determined for this station.
 BJ2592 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2592 ** epoch indicated which incorporates improved geoid heights for the
 BJ2592 ** Southern Louisiana Subsidence area.
 BJ2592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2592
 BJ2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ2592
 BJ2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ2592
 BJ2592.The ellipsoidal height was determined by GPS observations
 BJ2592.and is referenced to NAD 83.
 BJ2592
 BJ2592.The geoid height was determined by GEOID03.
 BJ2592
 BJ2592;                    North         East     Units Scale Factor Converg.
 BJ2592;SPC LA S     -   210,276.455   941,388.048   MT  0.99994939   -0 18 17.9
 BJ2592;SPC LA S     -   689,882.00  3,088,537.29   sFT  0.99994939   -0 18 17.9
 BJ2592;UTM  15      - 3,363,098.471   601,515.797   MT  0.99972713   +0 32 05.0
 BJ2592
 BJ2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ2592!SPC LA S     -   1.00000309  x   0.99994939  =   0.99995248
 BJ2592!UTM  15      -   1.00000309  x   0.99972713  =   0.99973022
 BJ2592
 BJ2592                          SUPERSEDED SURVEY CONTROL
 BJ2592
 BJ2592  NGVD 29 (??/??/??)    7.859  (m)           25.78   (f) ADJUSTED    2 0
 BJ2592
 BJ2592.Superseded values are not recommended for survey control.
 BJ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ2592.See file dsdata.txt to determine how the superseded data were derived.
 BJ2592
 BJ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP0151663098(NAD 83)
 BJ2592_MARKER: DR = REFERENCE MARK DISK
 BJ2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ2592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BJ2592_STAMPING: ARNAUDVILLE NO 1 1969
 BJ2592_MARK LOGO: CGS   
 BJ2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ2592+STABILITY: SURFACE MOTION
 BJ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ2592+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 BJ2592
 BJ2592  HISTORY     - Date     Condition        Report By
 BJ2592  HISTORY     - 1969     MONUMENTED       CGS
 BJ2592  HISTORY     - 1973     GOOD             LADTD
 BJ2592  HISTORY     - 20060430 MARK NOT FOUND   NGS
 BJ2592
 BJ2592                          STATION DESCRIPTION
 BJ2592
 BJ2592'DESCRIBED BY LA TRANSP AND DEV 1973
 BJ2592'0.8 MI W FROM ARNAUDVILLE.
 BJ2592'REFERENCE MARK NO. 1 IS LOCATED FROM THE BRIDGE OVER BAYOU FUSELIER AT
 BJ2592'ARNAUDVILLE ABOUT 0.8 MILE WEST ALONG LOUISIANA HIGHWAY 93, 24 FEET
 BJ2592'SOUTH OF THE CENTERLINE OF LOUISIANA HIGHWAY 93, 22.9 FEET EAST OF A
 BJ2592'POWER POLE, 124.5 SOUTHEAST OF A 48 INCH LIVE OAK TREE, 103 FEET SOUTH
 BJ2592'OF TRIANGULATION STATION ARNAUDVILLE, 1.2 FEET SOUTH OF A STEEL
 BJ2592'WITNESS POST.  DISC SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 BJ2592'GROUND.  IT IS A STANDARD DISC STAMPED ARNAUDVILLE 1968.
 BJ2592
 BJ2592                          STATION RECOVERY (2006)
 BJ2592
 BJ2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ2592'MARK IS ABOUT 7 MI (11.3 KM) NORTHWEST OF I-10 AND 7 MI (11.3 KM)
 BJ2592'NORTHEAST OF I-49.
 BJ2592' 
 BJ2592'TO REACH FROM I-10 EXIT 109, JUNCTION OF STATE HIGHWAY 328
 BJ2592'(ANSEBROUSSARD HIGHWAY) NORTH OF BREAUX BRIDGE, GO 1.8 MI (2.9 KM) NW
 BJ2592'THEN NE ALONG HIGHWAY 328 TO POCHE BRIDGE ROAD, THENCE LEFT
 BJ2592'(NORTHWEST) 0.35 MI (0.5 KM) TO STATE HIGHWAY 31, THENCE RIGHT
 BJ2592'(NORTHEAST AND NORTHWEST) 10.0 MI (16.1 KM) ALONG LA-31 TO STATE
 BJ2592'HIGHWAY 93, THENCE LEFT (WEST) 0.75 MILE ALONG LA-93 TO THE MARK ON
 BJ2592'THE LEFT NEAR A FIELD.
 BJ2592' 
 BJ2592'MARK IS 83.7 FT (25.5 M) SE AND ACROSS HIGHWAY 93 FROM A WOOD FENCE
 BJ2592'CORNER, 23.9 FT (7.3 M) SW OF HIGHWAY CENTERLINE, 22.9 FT (6.98 M)
 BJ2592'EAST-SOUTHEAST OF A POLE, AND 0.1 FT (0.0 M) ABOVE GROUND.
 BJ2592' 
 BJ2592'DISK HAS BEEN SCRAPED BY MOWERS. STAMPING IS NOT LEGIBLE. POST AND
 BJ2592'DISK ARE SOLID.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5207  **This station is located in a suspected subsidence area (see below).
 BJ5207  ___________________________________________________________________
 BJ5207  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5207  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5205  **This station is located in a suspected subsidence area (see below).
 BJ5205  ___________________________________________________________________
 BJ5205  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ5205  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2813  **This station is located in a suspected subsidence area (see below).
 AU2813  ___________________________________________________________________
 AU2813  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2813  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2813 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2813 ** and geoid heights are valid at the date of observation. These heights
 AU2813 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5308  **This station is located in a suspected subsidence area (see below).
 BJ5308  ___________________________________________________________________
 BJ5308  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5308  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5308 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5308 ** and geoid heights are valid at the date of observation. These heights
 BJ5308 ** must always be validated when used as control.
 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 more information.
 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 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                               73.177 METERS 30524     |
 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 = MARCH 13, 2009
 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(2007)-  32 32 23.42087(N)    093 44 42.63000(W)     ADJUSTED  
 CQ3507* NAVD 88     -        52.30   (meters)     171.6    (feet)  LEVELING  
 CQ3507  ___________________________________________________________________
 CQ3507  EPOCH DATE  -        2002.00
 CQ3507  X           -    -351,555.138 (meters)                     COMP
 CQ3507  Y           -  -5,370,624.849 (meters)                     COMP
 CQ3507  Z           -   3,411,062.548 (meters)                     COMP
 CQ3507  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3507  ELLIP HEIGHT-          26.220 (meters)          (02/10/07) ADJUSTED
 CQ3507  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3507
 CQ3507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3507  Type    PID    Designation                      North   East  Ellip
 CQ3507  -------------------------------------------------------------------
 CQ3507  NETWORK CQ3507 ARP 2 DTN                         1.41   1.96   3.68
 CQ3507  -------------------------------------------------------------------
 CQ3507  VERT ORDER  -  THIRD ?
 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 February 2007.
 CQ3507
 CQ3507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3507.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3507.The epoch date for horizontal control is a decimal equivalence
 CQ3507.of Year/Month/Day.
 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     -   226,844.206   883,039.772   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      - 3,600,520.098   430,028.919   MT  0.99966037   -0 24 03.0
 CQ3507
 CQ3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3507!SPC LA N     -   0.99999588  x   0.99997354  =   0.99996942
 CQ3507!UTM  15      -   0.99999588  x   0.99966037  =   0.99965625
 CQ3507
 CQ3507:                Primary Azimuth Mark                     Grid Az
 CQ3507:SPC LA N     -  PORT                                     239 32 16.1
 CQ3507:UTM  15      -  PORT                                     239 16 49.1
 CQ3507
 CQ3507|---------------------------------------------------------------------|
 CQ3507| PID    Reference Object                     Distance      Geod. Az  |
 CQ3507|                                                           dddmmss.s |
 CQ3507| CQ2126 PORT                                471.096 METERS 2385246.1 |
 CQ3507|---------------------------------------------------------------------|
 CQ3507
 CQ3507                          SUPERSEDED SURVEY CONTROL
 CQ3507
 CQ3507  ELLIP H (02/14/02)   26.203  (m)                       GP(       ) 5 2
 CQ3507  NAD 83(1992)-  32 32 23.42081(N)    093 44 42.63004(W) AD(       ) B
 CQ3507  ELLIP H (09/16/94)   26.312  (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 - June 06, 2007
 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  HISTORY     - 20070606 GOOD             MAEC
 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'
 CQ3507
 CQ3507                          STATION RECOVERY (2007)
 CQ3507
 CQ3507'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ3507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  32 26 49.90981(N)    093 49 29.70483(W)     ADJUSTED  
 CQ3509* NAVD 88     -        69.74   (+/-2cm)     228.8    (feet)  VERTCON   
 CQ3509  ___________________________________________________________________
 CQ3509  EPOCH DATE  -        2002.00
 CQ3509  X           -    -359,398.666 (meters)                     COMP
 CQ3509  Y           -  -5,375,651.919 (meters)                     COMP
 CQ3509  Z           -   3,402,406.688 (meters)                     COMP
 CQ3509  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3509  ELLIP HEIGHT-          43.823 (meters)          (02/10/07) ADJUSTED
 CQ3509  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 CQ3509
 CQ3509  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3509  Type    PID    Designation                      North   East  Ellip
 CQ3509  -------------------------------------------------------------------
 CQ3509  NETWORK CQ3509 ARP 3 SHV                         3.10   2.69   5.78
 CQ3509  -------------------------------------------------------------------
 CQ3509  VERT ORDER  -  THIRD ? (See Below)
 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 February 2007.
 CQ3509
 CQ3509.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3509.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3509.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3509.The epoch date for horizontal control is a decimal equivalence
 CQ3509.of Year/Month/Day.
 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     -   216,660.575   875,424.218   MT  0.99995732   -0 42 01.7
 CQ3509;SPC LA N     -   710,827.24  2,872,120.96   sFT  0.99995732   -0 42 01.7
 CQ3509;UTM  15      - 3,590,305.368   422,461.495   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 (02/14/02)   43.827  (m)                       GP(       ) 5 2
 CQ3509  NAD 83(1992)-  32 26 49.90953(N)    093 49 29.70473(W) AD(       ) B
 CQ3509  ELLIP H (09/16/94)   43.945  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 38 17.82944(N)    090 57 14.10965(W)     ADJUSTED  
 AU1399* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1399  **This station is located in a suspected subsidence area (see below).
 AU1399  ___________________________________________________________________
 AU1399  EPOCH DATE  -        2002.00
 AU1399  X           -     -92,367.463 (meters)                     COMP
 AU1399  Y           -  -5,547,404.838 (meters)                     COMP
 AU1399  Z           -   3,135,574.755 (meters)                     COMP
 AU1399  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU1399  ELLIP HEIGHT-         -24.187 (meters)          (02/10/07) ADJUSTED
 AU1399  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AU1399  DYNAMIC HT  -           1.4   (meters)       5.    (feet)  COMP
 AU1399
 AU1399  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1399  Type    PID    Designation                      North   East  Ellip
 AU1399  -------------------------------------------------------------------
 AU1399  NETWORK AU1399 ARSENAUX                          1.47   1.43   3.14
 AU1399  -------------------------------------------------------------------
 AU1399  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 AU1399
 AU1399  VERT ORDER  -  THIRD (See Below)
 AU1399
 AU1399.The horizontal coordinates were established by GPS observations
 AU1399.and adjusted by the National Geodetic Survey in February 2007.
 AU1399
 AU1399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1399.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1399.The horizontal coordinates are valid at the epoch date displayed above.
 AU1399.The epoch date for horizontal control is a decimal equivalence
 AU1399.of Year/Month/Day.
 AU1399
 AU1399.The orthometric height was scaled from a topographic map.
 AU1399 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1399 ** and geoid heights are valid at the date of observation. These heights
 AU1399 ** must always be validated when used as control.
 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 more information.
 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 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     -   126,234.160 1,036,738.211   MT  0.99994564   +0 11 23.0
 AU1399;SPC LA S     -   414,153.24  3,401,365.28   sFT  0.99994564   +0 11 23.0
 AU1399;UTM  15      - 3,280,455.046   698,073.134   MT  1.00008410   +1 00 43.8
 AU1399
 AU1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1399!SPC LA S     -   1.00000380  x   0.99994564  =   0.99994944
 AU1399!UTM  15      -   1.00000380  x   1.00008410  =   1.00008790
 AU1399
 AU1399:                Primary Azimuth Mark                     Grid Az
 AU1399:SPC LA S     -  ARSENAUX AZ MK                           118 35 30.7
 AU1399:UTM  15      -  ARSENAUX AZ MK                           117 46 09.9
 AU1399
 AU1399|---------------------------------------------------------------------|
 AU1399| PID    Reference Object                     Distance      Geod. Az  |
 AU1399|                                                           dddmmss.s |
 AU1399| AH6526 ARSENAUX AZ MK                      APPROX. 0.6 KM 1184653.7 |
 AU1399| AU1401 ARSENAUX RM 2                       459.430 METERS 1204920.5 |
 AU1399| AU1400 ARSENAUX RM 1                        39.772 METERS 34236     |
 AU1399| AU3189 DONNER STACK                        APPROX. 5.6 KM 3485218.4 |
 AU1399| AU3188 DONNER SAWMILL WATER TANK           APPROX. 5.7 KM 3492101.3 |
 AU1399|---------------------------------------------------------------------|
 AU1399
 AU1399                          SUPERSEDED SURVEY CONTROL
 AU1399
 AU1399  ELLIP H (02/21/02)  -24.143  (m)                       GP(       ) 5 1
 AU1399  NAD 83(1992)-  29 38 17.83106(N)    090 57 14.10967(W) AD(       ) 1
 AU1399  ELLIP H (01/21/93)  -24.130  (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  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 = MARCH 13, 2009
 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(2007)-  29 38 08.40585(N)    090 56 54.47421(W)     ADJUSTED  
 AH6526* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6526  **This station is located in a suspected subsidence area (see below).
 AH6526  ___________________________________________________________________
 AH6526  EPOCH DATE  -        2002.00
 AH6526  X           -     -91,841.756 (meters)                     COMP
 AH6526  Y           -  -5,547,557.360 (meters)                     COMP
 AH6526  Z           -   3,135,322.722 (meters)                     COMP
 AH6526  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AH6526  ELLIP HEIGHT-         -23.853 (meters)          (02/10/07) ADJUSTED
 AH6526  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6526
 AH6526  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6526  Type    PID    Designation                      North   East  Ellip
 AH6526  -------------------------------------------------------------------
 AH6526  NETWORK AH6526 ARSENAUX AZ MK                    1.31   1.27   3.10
 AH6526  -------------------------------------------------------------------
 AH6526
 AH6526.The horizontal coordinates were established by GPS observations
 AH6526.and adjusted by the National Geodetic Survey in February 2007.
 AH6526
 AH6526.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6526.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6526.The horizontal coordinates are valid at the epoch date displayed above.
 AH6526.The epoch date for horizontal control is a decimal equivalence
 AH6526.of Year/Month/Day.
 AH6526
 AH6526.The orthometric height was determined by GPS observations and a
 AH6526.high-resolution geoid model.
 AH6526 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6526 ** and geoid heights are valid at the date of observation. These heights
 AH6526 ** must always be validated when used as control.
 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 more information.
 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
 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     -   125,945.780 1,037,267.316   MT  0.99994593   +0 11 32.8
 AH6526;SPC LA S     -   413,207.11  3,403,101.19   sFT  0.99994593   +0 11 32.8
 AH6526;UTM  15      - 3,280,174.251   698,606.398   MT  1.00008671   +1 00 53.2
 AH6526
 AH6526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6526!SPC LA S     -   1.00000375  x   0.99994593  =   0.99994968
 AH6526!UTM  15      -   1.00000375  x   1.00008671  =   1.00009046
 AH6526
 AH6526:                Primary Azimuth Mark                     Grid Az
 AH6526:SPC LA S     -  ARSENAUX                                 298 35 30.6
 AH6526:UTM  15      -  ARSENAUX                                 297 46 10.2
 AH6526
 AH6526|---------------------------------------------------------------------|
 AH6526| PID    Reference Object                     Distance      Geod. Az  |
 AH6526|                                                           dddmmss.s |
 AH6526| AU1399 ARSENAUX                            APPROX. 0.6 KM 2984703.4 |
 AH6526|---------------------------------------------------------------------|
 AH6526
 AH6526                          SUPERSEDED SURVEY CONTROL
 AH6526
 AH6526  ELLIP H (02/21/02)  -23.810  (m)                       GP(       ) 5 1
 AH6526  NAD 83(1992)-  29 38 08.40647(N)    090 56 54.47345(W) AD(       ) 1
 AH6526  ELLIP H (12/17/98)  -23.808  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4254  **This station is located in a suspected subsidence area (see below).
 BJ4254  ___________________________________________________________________
 BJ4254  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ4254  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BJ4254 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4254 ** and geoid heights are valid at the date of observation. These heights
 BJ4254 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 31 07.40490(N)    090 40 32.76746(W)     ADJUSTED  
 AU3165* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3165  **This station is located in a suspected subsidence area (see below).
 AU3165  ___________________________________________________________________
 AU3165  EPOCH DATE  -        2002.00
 AU3165  X           -     -65,512.956 (meters)                     COMP
 AU3165  Y           -  -5,554,328.907 (meters)                     COMP
 AU3165  Z           -   3,124,048.790 (meters)                     COMP
 AU3165  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3165  ELLIP HEIGHT-         -24.584 (meters)          (02/10/07) ADJUSTED
 AU3165  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AU3165
 AU3165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3165  Type    PID    Designation                      North   East  Ellip
 AU3165  -------------------------------------------------------------------
 AU3165  NETWORK AU3165 ASHLAND                           2.25   1.67   4.55
 AU3165  -------------------------------------------------------------------
 AU3165
 AU3165.The horizontal coordinates were established by GPS observations
 AU3165.and adjusted by the National Geodetic Survey in February 2007.
 AU3165
 AU3165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3165.The horizontal coordinates are valid at the epoch date displayed above.
 AU3165.The epoch date for horizontal control is a decimal equivalence
 AU3165.of Year/Month/Day.
 AU3165
 AU3165.The orthometric height was determined by GPS observations and a
 AU3165.high-resolution geoid model.
 AU3165 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3165 ** and geoid heights are valid at the date of observation. These heights
 AU3165 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,103.933 1,063,747.022   MT  0.99996091   +0 19 43.6
 AU3165;SPC LA S     -   371,075.15  3,489,976.69   sFT  0.99996091   +0 19 43.6
 AU3165;UTM  15      - 3,267,710.010   725,272.489   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 47.9
 AU3165:UTM  15      -  ASHLAND SUGAR MILL FLAT TOP TK           007 44 47.2
 AU3165
 AU3165|---------------------------------------------------------------------|
 AU3165| PID    Reference Object                     Distance      Geod. Az  |
 AU3165|                                                           dddmmss.s |
 AU3165| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 1.4 KM 0085331.5 |
 AU3165| AU3504 ASHLAND AZ MK                       330.926 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                     9.262 METERS 09605     |
 AU3165| DD6260 ASHLAND RM 3                         23.860 METERS 34148     |
 AU3165|---------------------------------------------------------------------|
 AU3165
 AU3165                          SUPERSEDED SURVEY CONTROL
 AU3165
 AU3165  ELLIP H (02/21/02)  -24.548  (m)                       GP(       ) 5 1
 AU3165  NAD 83(1992)-  29 31 07.40518(N)    090 40 32.76646(W) AD(       ) 1
 AU3165  ELLIP H (12/17/98)  -24.522  (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: 15RYN2527267710(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 = MARCH 13, 2009
 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(2007)-  29 31 18.00489(N)    090 40 30.73653(W)     ADJUSTED  
 AU3504* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3504  **This station is located in a suspected subsidence area (see below).
 AU3504  ___________________________________________________________________
 AU3504  EPOCH DATE  -        2002.00
 AU3504  X           -     -65,456.379 (meters)                     COMP
 AU3504  Y           -  -5,554,169.365 (meters)                     COMP
 AU3504  Z           -   3,124,333.143 (meters)                     COMP
 AU3504  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3504  ELLIP HEIGHT-         -23.876 (meters)          (02/10/07) ADJUSTED
 AU3504  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AU3504
 AU3504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3504  Type    PID    Designation                      North   East  Ellip
 AU3504  -------------------------------------------------------------------
 AU3504  NETWORK AU3504 ASHLAND AZ MK                     2.12   1.67   4.90
 AU3504  -------------------------------------------------------------------
 AU3504
 AU3504.The horizontal coordinates were established by GPS observations
 AU3504.and adjusted by the National Geodetic Survey in February 2007.
 AU3504
 AU3504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3504.The horizontal coordinates are valid at the epoch date displayed above.
 AU3504.The epoch date for horizontal control is a decimal equivalence
 AU3504.of Year/Month/Day.
 AU3504
 AU3504.The orthometric height was determined by GPS observations and a
 AU3504.high-resolution geoid model.
 AU3504 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3504 ** and geoid heights are valid at the date of observation. These heights
 AU3504 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,430.603 1,063,799.838   MT  0.99996048   +0 19 44.7
 AU3504;SPC LA S     -   372,146.90  3,490,149.97   sFT  0.99996048   +0 19 44.7
 AU3504;UTM  15      - 3,268,037.487   725,320.655   MT  1.00022648   +1 08 45.7
 AU3504
 AU3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3504!SPC LA S     -   1.00000375  x   0.99996048  =   0.99996423
 AU3504!UTM  15      -   1.00000375  x   1.00022648  =   1.00023023
 AU3504
 AU3504:                Primary Azimuth Mark                     Grid Az
 AU3504:SPC LA S     -  GCB 07                                   005 00 50.9
 AU3504:UTM  15      -  GCB 07                                   004 11 49.9
 AU3504
 AU3504|---------------------------------------------------------------------|
 AU3504| PID    Reference Object                     Distance      Geod. Az  |
 AU3504|                                                           dddmmss.s |
 AU3504| AH6269 GCB 07                              APPROX. 0.6 KM 0052035.6 |
 AU3504| AU3165 ASHLAND                             330.926 METERS 18931     |
 AU3504|---------------------------------------------------------------------|
 AU3504
 AU3504                          SUPERSEDED SURVEY CONTROL
 AU3504
 AU3504  ELLIP H (02/21/02)  -23.845  (m)                       GP(       ) 5 1
 AU3504  NAD 83(1992)-  29 31 18.00524(N)    090 40 30.73555(W) AD(       ) 1
 AU3504  ELLIP H (12/17/98)  -23.802  (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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3163  **This station is located in a suspected subsidence area (see below).
 AU3163  ___________________________________________________________________
 AU3163  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU3163  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2847  **This station is located in a suspected subsidence area (see below).
 AU2847  ___________________________________________________________________
 AU2847  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2847  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2847 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2847 ** and geoid heights are valid at the date of observation. These heights
 AU2847 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2445  **This station is located in a suspected subsidence area (see below).
 AU2445  ___________________________________________________________________
 AU2445  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2445  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2451  **This station is located in a suspected subsidence area (see below).
 AU2451  ___________________________________________________________________
 AU2451  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2451  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2463  **This station is located in a suspected subsidence area (see below).
 AU2463  ___________________________________________________________________
 AU2463  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2463  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2470  **This station is located in a suspected subsidence area (see below).
 AU2470  ___________________________________________________________________
 AU2470  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2470  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2478  **This station is located in a suspected subsidence area (see below).
 AU2478  ___________________________________________________________________
 AU2478  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2478  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2485  **This station is located in a suspected subsidence area (see below).
 AU2485  ___________________________________________________________________
 AU2485  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2485  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2564  **This station is located in a suspected subsidence area (see below).
 AU2564  ___________________________________________________________________
 AU2564  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2564  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2447  **This station is located in a suspected subsidence area (see below).
 AU2447  ___________________________________________________________________
 AU2447  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2447  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2450  **This station is located in a suspected subsidence area (see below).
 AU2450  ___________________________________________________________________
 AU2450  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2450  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2468  **This station is located in a suspected subsidence area (see below).
 AU2468  ___________________________________________________________________
 AU2468  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU2468  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2469  **This station is located in a suspected subsidence area (see below).
 AU2469  ___________________________________________________________________
 AU2469  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU2469  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2391  **This station is located in a suspected subsidence area (see below).
 AU2391  ___________________________________________________________________
 AU2391  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2391  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2349  **This station is located in a suspected subsidence area (see below).
 AU2349  ___________________________________________________________________
 AU2349  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2349  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2349 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2349 ** and geoid heights are valid at the date of observation. These heights
 AU2349 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 0430849.4 |
 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                          50.418 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                                     2140517.7 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2991  ___________________________________________________________________
 CQ2991  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CQ2991  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 CQ2993* NAVD 88     -              **(meters)            **(feet)            
 CQ2993  ___________________________________________________________________
 CQ2993  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CQ2993  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BX2779* NAVD 88     -        95.     (meters)     312.     (feet)  SCALED    
 BX2779  ___________________________________________________________________
 BX2779  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BX2779  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2331  **This station is located in a suspected subsidence area (see below).
 AU2331  ___________________________________________________________________
 AU2331  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2331  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2331 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2331 ** and geoid heights are valid at the date of observation. These heights
 AU2331 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 51 00.69738(N)    091 06 09.12507(W)     ADJUSTED  
 AU3240* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3240  **This station is located in a suspected subsidence area (see below).
 AU3240  ___________________________________________________________________
 AU3240  EPOCH DATE  -        2002.00
 AU3240  X           -    -106,531.890 (meters)                     COMP
 AU3240  Y           -  -5,535,493.842 (meters)                     COMP
 AU3240  Z           -   3,155,968.839 (meters)                     COMP
 AU3240  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3240  ELLIP HEIGHT-         -25.443 (meters)          (02/10/07) ADJUSTED
 AU3240  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 AU3240
 AU3240  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3240  Type    PID    Designation                      North   East  Ellip
 AU3240  -------------------------------------------------------------------
 AU3240  NETWORK AU3240 ATTAKAPAS LANDING                 6.86   8.35  10.80
 AU3240  -------------------------------------------------------------------
 AU3240
 AU3240.The horizontal coordinates were established by GPS observations
 AU3240.and adjusted by the National Geodetic Survey in February 2007.
 AU3240
 AU3240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3240.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3240.The horizontal coordinates are valid at the epoch date displayed above.
 AU3240.The epoch date for horizontal control is a decimal equivalence
 AU3240.of Year/Month/Day.
 AU3240
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3240 ** and geoid heights are valid at the date of observation. These heights
 AU3240 ** must always be validated when used as control.
 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 more information.
 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
 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     -   149,683.882 1,022,300.674   MT  0.99992918   +0 06 55.4
 AU3240;SPC LA S     -   491,087.87  3,353,998.13   sFT  0.99992918   +0 06 55.4
 AU3240;UTM  15      - 3,303,696.829   683,297.403   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 (07/18/02)  -25.479  (m)                       GP(       ) 4 2
 AU3240  NAD 83(1992)-  29 51 00.69553(N)    091 06 09.12284(W) AD(       ) 1
 AU3240  ELLIP H (01/21/93)  -25.450  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4866  **This station is located in a suspected subsidence area (see below).
 BJ4866  ___________________________________________________________________
 BJ4866  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BJ4866  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4866 ** and geoid heights are valid at the date of observation. These heights
 BJ4866 ** must always be validated when used as control.
 BJ4866 ** The orthometric height has not been validated since last determined
 BJ4866 ** by differential leveling and should not be used for control purposes.
 BJ4866 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4866 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4866 ** epoch indicated which incorporates improved geoid heights for the
 BJ4866 ** Southern Louisiana Subsidence area.
 BJ4866 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0649  **This station is located in a suspected subsidence area (see below).
 AV0649  ___________________________________________________________________
 AV0649  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0649  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0649 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0649 ** and geoid heights are valid at the date of observation. These heights
 AV0649 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1122  **This station is located in a suspected subsidence area (see below).
 AT1122  ___________________________________________________________________
 AT1122  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1122  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1122 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1122 ** and geoid heights are valid at the date of observation. These heights
 AT1122 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT1129* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT1129  **This station is located in a suspected subsidence area (see below).
 AT1129  ___________________________________________________________________
 AT1129  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1129  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1129 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1129 ** and geoid heights are valid at the date of observation. These heights
 AT1129 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1294  **This station is located in a suspected subsidence area (see below).
 AT1294  ___________________________________________________________________
 AT1294  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AT1294  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1294 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1294 ** and geoid heights are valid at the date of observation. These heights
 AT1294 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2629  **This station is located in a suspected subsidence area (see below).
 AU2629  ___________________________________________________________________
 AU2629  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2629  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2629 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2629 ** and geoid heights are valid at the date of observation. These heights
 AU2629 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2630  **This station is located in a suspected subsidence area (see below).
 AU2630  ___________________________________________________________________
 AU2630  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2630  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2631  **This station is located in a suspected subsidence area (see below).
 AU2631  ___________________________________________________________________
 AU2631  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU2631  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2631 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2631 ** and geoid heights are valid at the date of observation. These heights
 AU2631 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2338  **This station is located in a suspected subsidence area (see below).
 AU2338  ___________________________________________________________________
 AU2338  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2338  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2338 ** and geoid heights are valid at the date of observation. These heights
 AU2338 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2347  **This station is located in a suspected subsidence area (see below).
 AU2347  ___________________________________________________________________
 AU2347  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2347  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2351  **This station is located in a suspected subsidence area (see below).
 AU2351  ___________________________________________________________________
 AU2351  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2351  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 32 06.19014(N)    091 13 45.25505(W)     ADJUSTED  
 AU3241* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3241  **This station is located in a suspected subsidence area (see below).
 AU3241  ___________________________________________________________________
 AU3241  EPOCH DATE  -        2002.00
 AU3241  X           -    -119,143.931 (meters)                     COMP
 AU3241  Y           -  -5,552,545.304 (meters)                     COMP
 AU3241  Z           -   3,125,623.825 (meters)                     COMP
 AU3241  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AU3241  ELLIP HEIGHT-         -24.360 (meters)          (02/10/07) ADJUSTED
 AU3241  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3241
 AU3241  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3241  Type    PID    Designation                      North   East  Ellip
 AU3241  -------------------------------------------------------------------
 AU3241  NETWORK AU3241 AVOCA ISLAND BORE HOLE 10         4.66   4.90   7.94
 AU3241  -------------------------------------------------------------------
 AU3241  VERT ORDER  -  THIRD ? (See Below)
 AU3241
 AU3241.The horizontal coordinates were established by GPS observations
 AU3241.and adjusted by the National Geodetic Survey in February 2007.
 AU3241
 AU3241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3241.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3241.The horizontal coordinates are valid at the epoch date displayed above.
 AU3241.The epoch date for horizontal control is a decimal equivalence
 AU3241.of Year/Month/Day.
 AU3241
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3241 ** and geoid heights are valid at the date of observation. These heights
 AU3241 ** must always be validated when used as control.
 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 more information.
 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 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     -   114,735.542 1,010,089.888   MT  0.99995857   +0 03 07.4
 AU3241;SPC LA S     -   376,428.19  3,313,936.57   sFT  0.99995857   +0 03 07.4
 AU3241;UTM  15      - 3,268,574.619   671,590.584   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 (07/18/02)  -24.380  (m)                       GP(       ) 4 2
 AU3241  NAD 83(1992)-  29 32 06.18854(N)    091 13 45.25143(W) AD(       ) 1
 AU3241  ELLIP H (01/21/93)  -24.333  (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 = MARCH 13, 2009
 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(2007)-  29 40 36.13642(N)    091 11 55.98760(W)     ADJUSTED  
 AU3242* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3242  **This station is located in a suspected subsidence area (see below).
 AU3242  ___________________________________________________________________
 AU3242  EPOCH DATE  -        2002.00
 AU3242  X           -    -116,040.247 (meters)                     COMP
 AU3242  Y           -  -5,544,855.093 (meters)                     COMP
 AU3242  Z           -   3,139,276.922 (meters)                     COMP
 AU3242  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3242  ELLIP HEIGHT-         -21.189 (meters)          (02/10/07) ADJUSTED
 AU3242  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU3242
 AU3242  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3242  Type    PID    Designation                      North   East  Ellip
 AU3242  -------------------------------------------------------------------
 AU3242  NETWORK AU3242 AVOCA ISLAND BOREHOLE 5           3.25   3.06   5.80
 AU3242  -------------------------------------------------------------------
 AU3242  VERT ORDER  -  THIRD ? (See Below)
 AU3242
 AU3242.The horizontal coordinates were established by GPS observations
 AU3242.and adjusted by the National Geodetic Survey in February 2007.
 AU3242
 AU3242.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3242.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3242.The horizontal coordinates are valid at the epoch date displayed above.
 AU3242.The epoch date for horizontal control is a decimal equivalence
 AU3242.of Year/Month/Day.
 AU3242
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3242 ** and geoid heights are valid at the date of observation. These heights
 AU3242 ** must always be validated when used as control.
 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 more information.
 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 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     -   130,439.307 1,013,013.456   MT  0.99994165   +0 04 02.0
 AU3242;SPC LA S     -   427,949.63  3,323,528.31   sFT  0.99994165   +0 04 02.0
 AU3242;UTM  15      - 3,284,319.058   674,288.369   MT  0.99997481   +0 53 31.1
 AU3242
 AU3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3242!SPC LA S     -   1.00000333  x   0.99994165  =   0.99994498
 AU3242!UTM  15      -   1.00000333  x   0.99997481  =   0.99997814
 AU3242
 AU3242                          SUPERSEDED SURVEY CONTROL
 AU3242
 AU3242  ELLIP H (07/18/02)  -21.260  (m)                       GP(       ) 4 2
 AU3242  NAD 83(1992)-  29 40 36.13436(N)    091 11 55.98342(W) AD(       ) 1
 AU3242  ELLIP H (01/21/93)  -21.180  (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 = MARCH 13, 2009
 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(2007)-  29 35 06.02185(N)    091 11 51.03535(W)     ADJUSTED  
 AU3243* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3243  **This station is located in a suspected subsidence area (see below).
 AU3243  ___________________________________________________________________
 AU3243  EPOCH DATE  -        2002.00
 AU3243  X           -    -116,012.083 (meters)                     COMP
 AU3243  Y           -  -5,549,879.183 (meters)                     COMP
 AU3243  Z           -   3,130,440.043 (meters)                     COMP
 AU3243  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU3243  ELLIP HEIGHT-         -24.614 (meters)          (02/10/07) ADJUSTED
 AU3243  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AU3243
 AU3243  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3243  Type    PID    Designation                      North   East  Ellip
 AU3243  -------------------------------------------------------------------
 AU3243  NETWORK AU3243 AVOCA ISLAND CUT                  4.49   4.47   7.13
 AU3243  -------------------------------------------------------------------
 AU3243
 AU3243.The horizontal coordinates were established by GPS observations
 AU3243.and adjusted by the National Geodetic Survey in February 2007.
 AU3243
 AU3243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3243.The horizontal coordinates are valid at the epoch date displayed above.
 AU3243.The epoch date for horizontal control is a decimal equivalence
 AU3243.of Year/Month/Day.
 AU3243
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3243 ** and geoid heights are valid at the date of observation. These heights
 AU3243 ** must always be validated when used as control.
 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 more information.
 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
 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     -   120,275.581 1,013,158.652   MT  0.99995191   +0 04 04.5
 AU3243;SPC LA S     -   394,604.14  3,324,004.68   sFT  0.99995191   +0 04 04.5
 AU3243;UTM  15      - 3,274,158.175   674,579.633   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 (07/18/02)  -24.651  (m)                       GP(       ) 4 2
 AU3243  NAD 83(1992)-  29 35 06.02006(N)    091 11 51.03149(W) AD(       ) 1
 AU3243  ELLIP H (01/21/93)  -24.595  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 36 39.08252(N)    091 10 47.25336(W)     ADJUSTED  
 AU3244* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3244  **This station is located in a suspected subsidence area (see below).
 AU3244  ___________________________________________________________________
 AU3244  EPOCH DATE  -        2002.00
 AU3244  X           -    -114,266.800 (meters)                     COMP
 AU3244  Y           -  -5,548,500.699 (meters)                     COMP
 AU3244  Z           -   3,132,931.999 (meters)                     COMP
 AU3244  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU3244  ELLIP HEIGHT-         -23.643 (meters)          (02/10/07) ADJUSTED
 AU3244  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AU3244
 AU3244  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3244  Type    PID    Designation                      North   East  Ellip
 AU3244  -------------------------------------------------------------------
 AU3244  NETWORK AU3244 AVOCA ISLAND TIDE GAGE A          3.57   3.47   6.57
 AU3244  -------------------------------------------------------------------
 AU3244
 AU3244.The horizontal coordinates were established by GPS observations
 AU3244.and adjusted by the National Geodetic Survey in February 2007.
 AU3244
 AU3244.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3244.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3244.The horizontal coordinates are valid at the epoch date displayed above.
 AU3244.The epoch date for horizontal control is a decimal equivalence
 AU3244.of Year/Month/Day.
 AU3244
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3244 ** and geoid heights are valid at the date of observation. These heights
 AU3244 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,142.985 1,014,871.265   MT  0.99994876   +0 04 36.4
 AU3244;SPC LA S     -   404,011.61  3,329,623.48   sFT  0.99994876   +0 04 36.4
 AU3244;UTM  15      - 3,277,049.953   676,250.956   MT  0.99998330   +0 53 58.6
 AU3244
 AU3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3244!SPC LA S     -   1.00000371  x   0.99994876  =   0.99995247
 AU3244!UTM  15      -   1.00000371  x   0.99998330  =   0.99998701
 AU3244
 AU3244                          SUPERSEDED SURVEY CONTROL
 AU3244
 AU3244  ELLIP H (07/18/02)  -23.688  (m)                       GP(       ) 4 2
 AU3244  NAD 83(1992)-  29 36 39.08056(N)    091 10 47.24942(W) AD(       ) 1
 AU3244  ELLIP H (01/21/93)  -23.628  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2795  **This station is located in a suspected subsidence area (see below).
 AU2795  ___________________________________________________________________
 AU2795  X           -     -19,600.853 (meters)                     COMP
 AU2795  Y           -  -5,533,195.513 (meters)                     COMP
 AU2795  Z           -   3,161,691.448 (meters)                     COMP
 AU2795  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2795  ELLIP HEIGHT-         -26.006 (meters)          (09/30/02) ADJUSTED
 AU2795  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2795 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2795 ** and geoid heights are valid at the date of observation. These heights
 AU2795 ** must always be validated when used as control.
 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 more information.
 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
 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)  -25.994  (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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2779  **This station is located in a suspected subsidence area (see below).
 AU2779  ___________________________________________________________________
 AU2779  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2779  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2779 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2779 ** and geoid heights are valid at the date of observation. These heights
 AU2779 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2796  **This station is located in a suspected subsidence area (see below).
 AU2796  ___________________________________________________________________
 AU2796  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AU2796  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2985  **This station is located in a suspected subsidence area (see below).
 AU2985  ___________________________________________________________________
 AU2985  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AU2985  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0901  **This station is located in a suspected subsidence area (see below).
 AT0901  ___________________________________________________________________
 AT0901  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AT0901  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0901 ** and geoid heights are valid at the date of observation. These heights
 AT0901 ** must always be validated when used as control.
 AT0901 ** The orthometric height has not been validated since last determined
 AT0901 ** by differential leveling and should not be used for control purposes.
 AT0901 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0901 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0901 ** epoch indicated which incorporates improved geoid heights for the
 AT0901 ** Southern Louisiana Subsidence area.
 AT0901 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 CQ1213* NAVD 88     -       107.670  (meters)     353.25   (feet)  ADJUSTED  
 CQ1213  ___________________________________________________________________
 CQ1213  X           -    -270,894.618 (meters)                     COMP
 CQ1213  Y           -  -5,359,552.128 (meters)                     COMP
 CQ1213  Z           -   3,435,686.015 (meters)                     COMP
 CQ1213  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ1213  ELLIP HEIGHT-          81.629 (meters)          (01/02/04) NO CHECK
 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 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)   81.676  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 41 47.08702(N)    090 56 32.39027(W)     ADJUSTED  
 AH6181* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6181  **This station is located in a suspected subsidence area (see below).
 AH6181  ___________________________________________________________________
 AH6181  EPOCH DATE  -        2002.00
 AH6181  X           -     -91,192.979 (meters)                     COMP
 AH6181  Y           -  -5,544,234.179 (meters)                     COMP
 AH6181  Z           -   3,141,173.028 (meters)                     COMP
 AH6181  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AH6181  ELLIP HEIGHT-         -24.784 (meters)          (02/10/07) ADJUSTED
 AH6181  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6181
 AH6181  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6181  Type    PID    Designation                      North   East  Ellip
 AH6181  -------------------------------------------------------------------
 AH6181  NETWORK AH6181 AZALIA                            1.12   1.08   2.59
 AH6181  -------------------------------------------------------------------
 AH6181
 AH6181.The horizontal coordinates were established by GPS observations
 AH6181.and adjusted by the National Geodetic Survey in February 2007.
 AH6181
 AH6181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6181.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6181.The horizontal coordinates are valid at the epoch date displayed above.
 AH6181.The epoch date for horizontal control is a decimal equivalence
 AH6181.of Year/Month/Day.
 AH6181
 AH6181.The orthometric height was determined by GPS observations and a
 AH6181.high-resolution geoid model.
 AH6181 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6181 ** and geoid heights are valid at the date of observation. These heights
 AH6181 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,680.732 1,037,838.344   MT  0.99993977   +0 11 43.8
 AH6181;SPC LA S     -   435,303.37  3,404,974.63   sFT  0.99993977   +0 11 43.8
 AH6181;UTM  15      - 3,286,917.690   699,080.666   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 (02/21/02)  -24.761  (m)                       GP(       ) 5 1
 AH6181  NAD 83(1992)-  29 41 47.08637(N)    090 56 32.38912(W) AD(       ) 1
 AH6181  ELLIP H (12/17/98)  -24.752  (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 = MARCH 13, 2009
 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(2007)-  29 41 55.66751(N)    090 56 01.65795(W)     ADJUSTED  
 AH6518* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6518  **This station is located in a suspected subsidence area (see below).
 AH6518  ___________________________________________________________________
 AH6518  EPOCH DATE  -        2002.00
 AH6518  X           -     -90,364.783 (meters)                     COMP
 AH6518  Y           -  -5,544,116.729 (meters)                     COMP
 AH6518  Z           -   3,141,402.468 (meters)                     COMP
 AH6518  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AH6518  ELLIP HEIGHT-         -24.901 (meters)          (02/10/07) ADJUSTED
 AH6518  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6518
 AH6518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6518  Type    PID    Designation                      North   East  Ellip
 AH6518  -------------------------------------------------------------------
 AH6518  NETWORK AH6518 AZB 01                            1.31   1.69   3.21
 AH6518  -------------------------------------------------------------------
 AH6518
 AH6518.The horizontal coordinates were established by GPS observations
 AH6518.and adjusted by the National Geodetic Survey in February 2007.
 AH6518
 AH6518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6518.The horizontal coordinates are valid at the epoch date displayed above.
 AH6518.The epoch date for horizontal control is a decimal equivalence
 AH6518.of Year/Month/Day.
 AH6518
 AH6518.The orthometric height was determined by GPS observations and a
 AH6518.high-resolution geoid model.
 AH6518 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6518 ** and geoid heights are valid at the date of observation. These heights
 AH6518 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,947.765 1,038,663.543   MT  0.99993955   +0 11 59.2
 AH6518;SPC LA S     -   436,179.46  3,407,681.97   sFT  0.99993955   +0 11 59.2
 AH6518;UTM  15      - 3,287,196.609   699,902.063   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 (02/21/02)  -24.876  (m)                       GP(       ) 5 1
 AH6518  NAD 83(1992)-  29 41 55.66685(N)    090 56 01.65681(W) AD(       ) 1
 AH6518  ELLIP H (12/17/98)  -24.870  (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 = MARCH 13, 2009
 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(2007)-  29 41 40.81667(N)    090 57 01.41267(W)     ADJUSTED  
 AH6184* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6184  **This station is located in a suspected subsidence area (see below).
 AH6184  ___________________________________________________________________
 AH6184  EPOCH DATE  -        2002.00
 AH6184  X           -     -91,974.668 (meters)                     COMP
 AH6184  Y           -  -5,544,317.209 (meters)                     COMP
 AH6184  Z           -   3,141,005.477 (meters)                     COMP
 AH6184  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AH6184  ELLIP HEIGHT-         -24.456 (meters)          (02/10/07) ADJUSTED
 AH6184  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6184
 AH6184  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6184  Type    PID    Designation                      North   East  Ellip
 AH6184  -------------------------------------------------------------------
 AH6184  NETWORK AH6184 AZB 02                            1.22   1.49   3.14
 AH6184  -------------------------------------------------------------------
 AH6184
 AH6184.The horizontal coordinates were established by GPS observations
 AH6184.and adjusted by the National Geodetic Survey in February 2007.
 AH6184
 AH6184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6184.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6184.The horizontal coordinates are valid at the epoch date displayed above.
 AH6184.The epoch date for horizontal control is a decimal equivalence
 AH6184.of Year/Month/Day.
 AH6184
 AH6184.The orthometric height was determined by GPS observations and a
 AH6184.high-resolution geoid model.
 AH6184 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6184 ** and geoid heights are valid at the date of observation. These heights
 AH6184 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,485.040 1,037,058.833   MT  0.99993993   +0 11 29.3
 AH6184;SPC LA S     -   434,661.34  3,402,417.19   sFT  0.99993993   +0 11 29.3
 AH6184;UTM  15      - 3,286,710.775   698,303.936   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 (02/21/02)  -24.436  (m)                       GP(       ) 5 1
 AH6184  NAD 83(1992)-  29 41 40.81606(N)    090 57 01.41150(W) AD(       ) 1
 AH6184  ELLIP H (12/17/98)  -24.426  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2870  **This station is located in a suspected subsidence area (see below).
 AU2870  ___________________________________________________________________
 AU2870  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AU2870  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2870 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2870 ** and geoid heights are valid at the date of observation. These heights
 AU2870 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 59 21.47347(N)    091 13 29.26823(W)     ADJUSTED  
 AA2911* NAVD 88     -        33.38   (meters)     109.5    (feet)  GPS OBS   
 AA2911  ___________________________________________________________________
 AA2911  EPOCH DATE  -        2002.00
 AA2911  X           -    -114,466.418 (meters)                     COMP
 AA2911  Y           -  -5,353,903.610 (meters)                     COMP
 AA2911  Z           -   3,452,967.078 (meters)                     COMP
 AA2911  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA2911  ELLIP HEIGHT-           7.156 (meters)          (02/10/07) ADJUSTED
 AA2911  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA2911
 AA2911  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA2911  Type    PID    Designation                      North   East  Ellip
 AA2911  -------------------------------------------------------------------
 AA2911  NETWORK AA2911 B 1913                            1.04   0.90   1.57
 AA2911  -------------------------------------------------------------------
 AA2911
 AA2911.The horizontal coordinates were established by GPS observations
 AA2911.and adjusted by the National Geodetic Survey in February 2007.
 AA2911
 AA2911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA2911.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA2911.The horizontal coordinates are valid at the epoch date displayed above.
 AA2911.The epoch date for horizontal control is a decimal equivalence
 AA2911.of Year/Month/Day.
 AA2911
 AA2911.The orthometric height was determined by GPS observations and a
 AA2911.high-resolution geoid model.
 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     -   276,720.003 1,119,194.146   MT  1.00008950   +0 40 27.1
 AA2911;SPC LA N     -   907,872.21  3,671,889.46   sFT  1.00008950   +0 40 27.1
 AA2911;UTM  15      - 3,651,499.849   665,862.999   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  NAD 83(1992)-  32 59 21.47328(N)    091 13 29.26780(W) AD(       ) 1
 AA2911  ELLIP H (03/17/04)    7.153  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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(2007)-  29 42 27.45769(N)    091 22 59.98301(W)     ADJUSTED  
 AU0179* NAVD 88     -         2.68   (meters)       8.8    (feet)  LEVELING(2006.81)
 AU0179  **This station is located in a suspected subsidence area (see below).
 AU0179  **This station is included in the VTDP model (see below).
 AU0179  ___________________________________________________________________
 AU0179  EPOCH DATE  -        2002.00
 AU0179  X           -    -133,848.259 (meters)                     COMP
 AU0179  Y           -  -5,542,753.963 (meters)                     COMP
 AU0179  Z           -   3,142,253.691 (meters)                     COMP
 AU0179  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AU0179  ELLIP HEIGHT-         -22.897 (meters)          (03/12/08) ADJUSTED
 AU0179  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU0179
 AU0179  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0179  Type    PID    Designation                      North   East  Ellip
 AU0179  -------------------------------------------------------------------
 AU0179  NETWORK AU0179 B 201                             0.94   0.82   1.92
 AU0179  -------------------------------------------------------------------
 AU0179  VERT ORDER  -  THIRD
 AU0179  ELLP ORDER  -  THIRD     CLASS I
 AU0179
 AU0179.The horizontal coordinates were established by GPS observations
 AU0179.and adjusted by the National Geodetic Survey in February 2007.
 AU0179
 AU0179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0179.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 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;                    North         East     Units Scale Factor Converg.
 AU0179;SPC LA S     -   133,860.206   995,162.360   MT  0.99993876   -0 01 30.0
 AU0179;SPC LA S     -   439,173.03  3,264,961.84   sFT  0.99993876   -0 01 30.0
 AU0179;UTM  15      - 3,287,482.392   656,389.884   MT  0.99990177   +0 48 04.8
 AU0179
 AU0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU0179!SPC LA S     -   1.00000360  x   0.99993876  =   0.99994236
 AU0179!UTM  15      -   1.00000360  x   0.99990177  =   0.99990537
 AU0179
 AU0179|---------------------------------------------------------------------|
 AU0179| PID    Reference Object                     Distance      Geod. Az  |
 AU0179|                                                           dddmmss.s |
 AU0179| AI6947 L055                                206.068 METERS 17501     |
 AU0179|---------------------------------------------------------------------|
 AU0179
 AU0179                          SUPERSEDED SURVEY CONTROL
 AU0179
 AU0179  ELLIP H (02/10/07)  -22.884  (m)                       GP(       )    
 AU0179  NAD 83(1992)-  29 42 27.45776(N)    091 22 59.98292(W) AD(2004.65) B
 AU0179  ELLIP H (06/22/05)  -22.889  (m)                       GP(2004.65) 4 1
 AU0179  ELLIP H (02/20/02)  -22.907  (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)  -22.861  (m)                       GP(       ) 4 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_PROJECTION: FLUSH
 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 - April 27, 2006
 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  HISTORY     - 20060427 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.
 AU0179
 AU0179                          STATION RECOVERY (2006)
 AU0179
 AU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 32 31.67564(N)    090 37 40.70181(W)     ADJUSTED  
 AU1505* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1505  **This station is located in a suspected subsidence area (see below).
 AU1505  ___________________________________________________________________
 AU1505  EPOCH DATE  -        2002.00
 AU1505  X           -     -60,865.530 (meters)                     COMP
 AU1505  Y           -  -5,553,104.820 (meters)                     COMP
 AU1505  Z           -   3,126,307.560 (meters)                     COMP
 AU1505  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU1505  ELLIP HEIGHT-         -22.276 (meters)          (02/10/07) ADJUSTED
 AU1505  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AU1505  DYNAMIC HT  -           3.0   (meters)      10.    (feet)  COMP
 AU1505
 AU1505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1505  Type    PID    Designation                      North   East  Ellip
 AU1505  -------------------------------------------------------------------
 AU1505  NETWORK AU1505 B 233                             1.55   1.43   3.39
 AU1505  -------------------------------------------------------------------
 AU1505  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 AU1505
 AU1505  VERT ORDER  -  THIRD (See Below)
 AU1505
 AU1505.The horizontal coordinates were established by GPS observations
 AU1505.and adjusted by the National Geodetic Survey in February 2007.
 AU1505
 AU1505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1505.The horizontal coordinates are valid at the epoch date displayed above.
 AU1505.The epoch date for horizontal control is a decimal equivalence
 AU1505.of Year/Month/Day.
 AU1505
 AU1505.The orthometric height was scaled from a topographic map.
 AU1505 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1505 ** and geoid heights are valid at the date of observation. These heights
 AU1505 ** must always be validated when used as control.
 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 more information.
 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 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     -   115,726.043 1,068,364.537   MT  0.99995758   +0 21 09.7
 AU1505;SPC LA S     -   379,677.86  3,505,125.99   sFT  0.99995758   +0 21 09.7
 AU1505;UTM  15      - 3,270,398.456   729,853.422   MT  1.00025194   +1 10 12.3
 AU1505
 AU1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1505!SPC LA S     -   1.00000350  x   0.99995758  =   0.99996108
 AU1505!UTM  15      -   1.00000350  x   1.00025194  =   1.00025544
 AU1505
 AU1505                          SUPERSEDED SURVEY CONTROL
 AU1505
 AU1505  ELLIP H (02/21/02)  -22.248  (m)                       GP(       ) 5 1
 AU1505  NAD 83(1992)-  29 32 31.67599(N)    090 37 40.70086(W) AD(       ) 1
 AU1505  ELLIP H (12/17/98)  -22.204  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0482
 CQ0482                          STATION RECOVERY (2008)
 CQ0482
 CQ0482'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20051018 GOOD             GEOCAC
 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.
 CQ0074
 CQ0074                          STATION RECOVERY (2005)
 CQ0074
 CQ0074'RECOVERY NOTE BY GEOCACHING 2005 (BKT)
 CQ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2590  **This station is located in a suspected subsidence area (see below).
 BJ2590  ___________________________________________________________________
 BJ2590  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ2590  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2590 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2590 ** and geoid heights are valid at the date of observation. These heights
 BJ2590 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ0106 ***********************************************************************
 BJ0106  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 30 13.91796(N)    091 14 42.12729(W)     ADJUSTED  
 BJ0106* NAVD 88     -         8.20   (meters)      26.9    (feet)  GPS OBS(2006.81)
 BJ0106  **This station is located in a suspected subsidence area (see below).
 BJ0106  ___________________________________________________________________
 BJ0106  EPOCH DATE  -        2002.00
 BJ0106  X           -    -119,507.570 (meters)                     COMP
 BJ0106  Y           -  -5,498,800.954 (meters)                     COMP
 BJ0106  Z           -   3,218,614.184 (meters)                     COMP
 BJ0106  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ0106  ELLIP HEIGHT-         -19.007 (meters)          (03/12/08) ADJUSTED
 BJ0106  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0106  HORZ ORDER  -  A
 BJ0106  ELLP ORDER  -  THIRD     CLASS I
 BJ0106
 BJ0106.The horizontal coordinates were established by GPS observations
 BJ0106.and adjusted by the National Geodetic Survey in March 2008.
 BJ0106
 BJ0106.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0106.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0106.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0106.The epoch date for horizontal control is a decimal equivalence
 BJ0106.of Year/Month/Day.
 BJ0106
 BJ0106.The orthometric height was determined by GPS observations and a
 BJ0106.high-resolution geoid model.
 BJ0106 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0106 ** and geoid heights are valid at the date of observation. These heights
 BJ0106 ** must always be validated when used as control.
 BJ0106 ** The orthometric height was determined by GPS observations using
 BJ0106 ** precise GPS observation and processing techniques and a new
 BJ0106 ** realization of GEOID03. It supersedes any height that may have been
 BJ0106 ** previously determined for this station.
 BJ0106 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0106 ** epoch indicated which incorporates improved geoid heights for the
 BJ0106 ** Southern Louisiana Subsidence area.
 BJ0106 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0106
 BJ0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0106
 BJ0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0106
 BJ0106.The ellipsoidal height was determined by GPS observations
 BJ0106.and is referenced to NAD 83.
 BJ0106
 BJ0106.The geoid height was determined by GEOID03.
 BJ0106
 BJ0106;                    North         East     Units Scale Factor Converg.
 BJ0106;SPC LA S     -   222,123.179 1,008,475.871   MT  0.99996416   +0 02 38.9
 BJ0106;SPC LA S     -   728,749.13  3,308,641.25   sFT  0.99996416   +0 02 38.9
 BJ0106;UTM  15      - 3,375,929.417   668,413.532   MT  0.99994991   +0 53 27.7
 BJ0106
 BJ0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0106!SPC LA S     -   1.00000298  x   0.99996416  =   0.99996714
 BJ0106!UTM  15      -   1.00000298  x   0.99994991  =   0.99995289
 BJ0106
 BJ0106                          SUPERSEDED SURVEY CONTROL
 BJ0106
 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: 15RXP6841475929(NAD 83)
 BJ0106_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS   
 BJ0106_PROJECTION: RECESSED 18 CENTIMETERS
 BJ0106_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0106+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 BJ0106
 BJ0106  HISTORY     - Date     Condition        Report By
 BJ0106  HISTORY     - 1976     MONUMENTED       NGS
 BJ0106  HISTORY     - 20060608 GOOD             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.
 BJ0106
 BJ0106                          STATION RECOVERY (2006)
 BJ0106
 BJ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0106'TO REACH FROM I-10 EXIT 151, JUNCTION OF STATE HIGHWAY 415 (NORTH
 BJ0106'LOBDELL HIGHWAY), GO 3.05 MI (4.91 KM) NORTH TO STATE HIGHWAY 987-3.
 BJ0106'TURN RIGHT (NE) REMAINING ON LA-415 (PLANTATION ROAD) FOR 0.15 MI
 BJ0106'(0.24 KM), CROSSING OVER RAILROAD AND COMING TO A T-JUNCTION. TURN
 BJ0106'LEFT (WEST) ALONG LA-415 FOR 0.2 MI (0.32 KM) PASSING UNDERNEATH
 BJ0106'US-190 TO A Y-JUNCTION. CONTINUE LEFT (NORTH) ALONG LA-415 0.3 MI
 BJ0106'(0.48 KM) TO A T-JUNCTION FOR LA-986. CONTINUE STRAIGHT TO A GRAVEL
 BJ0106'ROAD AND UP TO TOP OF LEVEE, THENCE RIGHT (NORTHEAST) ALONG TOP OF
 BJ0106'LEVEE 0.55 MI (0.89 KM) TO MARK AT BOTTOM OF LEVEE NEXT TO A FENCE.
 BJ0106' 
 BJ0106'A NGS LOGO CAP WAS PLACED OVER MARK DUE TO MARK BEING ABOUT 1 FT (0.3
 BJ0106'M) UNDERGROUND AND CATTLE WALKING ABOUT.  CAUTION - THERE IS AN
 BJ0106'ELECTRIC FENCE VERY CLOSE TO MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 00 59.97804(N)    091 08 00.93522(W)     ADJUSTED  
 CP2278* NAVD 88     -        30.42   (meters)      99.8    (feet)  GPS OBS   
 CP2278  ___________________________________________________________________
 CP2278  EPOCH DATE  -        2002.00
 CP2278  X           -    -107,090.484 (meters)                     COMP
 CP2278  Y           -  -5,412,023.087 (meters)                     COMP
 CP2278  Z           -   3,362,000.206 (meters)                     COMP
 CP2278  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CP2278  ELLIP HEIGHT-           4.143 (meters)          (02/10/07) ADJUSTED
 CP2278  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 CP2278
 CP2278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CP2278  Type    PID    Designation                      North   East  Ellip
 CP2278  -------------------------------------------------------------------
 CP2278  NETWORK CP2278 B 338                             0.61   0.43   1.27
 CP2278  -------------------------------------------------------------------
 CP2278
 CP2278.The horizontal coordinates were established by GPS observations
 CP2278.and adjusted by the National Geodetic Survey in February 2007.
 CP2278
 CP2278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CP2278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CP2278.The horizontal coordinates are valid at the epoch date displayed above.
 CP2278.The epoch date for horizontal control is a decimal equivalence
 CP2278.of Year/Month/Day.
 CP2278
 CP2278.The orthometric height was determined by GPS observations and a
 CP2278.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 CP2278;SPC LA N     -   168,973.470 1,129,078.492   MT  0.99991623   +0 43 20.7
 CP2278;SPC LA N     -   554,373.79  3,704,318.35   sFT  0.99991623   +0 43 20.7
 CP2278;UTM  15      - 3,543,804.862   676,273.976   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  NAD 83(1992)-  32 00 59.97779(N)    091 08 00.93516(W) AD(       ) B
 CP2278  ELLIP H (06/28/04)    4.135  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -25.82  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 43 39.93290(N)    090 35 52.66256(W)     ADJUSTED  
 AU2014* NAVD 88     -         3.19   (meters)      10.5    (feet)  GPS OBS(2006.81)
 AU2014  **This station is located in a suspected subsidence area (see below).
 AU2014  ___________________________________________________________________
 AU2014  EPOCH DATE  -        2002.00
 AU2014  X           -     -57,850.685 (meters)                     COMP
 AU2014  Y           -  -5,542,962.203 (meters)                     COMP
 AU2014  Z           -   3,144,192.055 (meters)                     COMP
 AU2014  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2014  ELLIP HEIGHT-         -22.319 (meters)          (03/12/08) ADJUSTED
 AU2014  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU2014
 AU2014  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2014  Type    PID    Designation                      North   East  Ellip
 AU2014  -------------------------------------------------------------------
 AU2014  NETWORK AU2014 B 358                             0.69   0.59   1.67
 AU2014  -------------------------------------------------------------------
 AU2014  ELLP ORDER  -  THIRD     CLASS I
 AU2014
 AU2014.The horizontal coordinates were established by GPS observations
 AU2014.and adjusted by the National Geodetic Survey in February 2007.
 AU2014
 AU2014.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2014.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU2014.high-resolution geoid model.
 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 by GPS observations using
 AU2014 ** precise GPS observation and processing techniques and a new
 AU2014 ** realization of GEOID03. It supersedes any height that may have been
 AU2014 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU2014;SPC LA S     -   136,318.873 1,071,141.158   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      - 3,291,035.391   732,335.588   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  ELLIP H (02/10/07)  -22.322  (m)                       GP(       )    
 AU2014  NAD 83(1992)-  29 43 39.93287(N)    090 35 52.66246(W) AD(2004.65) B
 AU2014  ELLIP H (06/22/05)  -22.325  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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: RECESSED 30 CENTIMETERS
 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 - April 29, 2006
 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  HISTORY     - 20060429 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.
 AU2014
 AU2014                          STATION RECOVERY (2006)
 AU2014
 AU2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2014'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 46 05.46850(N)    090 06 01.68883(W)     ADJUSTED  
 AU2163* NAVD 88     -         1.80   (meters)       5.9    (feet)  GPS OBS(2006.81)
 AU2163  **This station is located in a suspected subsidence area (see below).
 AU2163  ___________________________________________________________________
 AU2163  EPOCH DATE  -        2002.00
 AU2163  X           -      -9,716.301 (meters)                     COMP
 AU2163  Y           -  -5,541,030.897 (meters)                     COMP
 AU2163  Z           -   3,148,082.039 (meters)                     COMP
 AU2163  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AU2163  ELLIP HEIGHT-         -23.656 (meters)          (03/12/08) ADJUSTED
 AU2163  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AU2163
 AU2163  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2163  Type    PID    Designation                      North   East  Ellip
 AU2163  -------------------------------------------------------------------
 AU2163  NETWORK AU2163 B 369                             0.96   0.80   2.18
 AU2163  -------------------------------------------------------------------
 AU2163  OBS GRAVITY -     979,308.2   (mgal)                       GRAV_OBS
 AU2163
 AU2163  ELLP ORDER  -  THIRD     CLASS I
 AU2163
 AU2163.The horizontal coordinates were established by GPS observations
 AU2163.and adjusted by the National Geodetic Survey in February 2007.
 AU2163
 AU2163.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2163.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU2163.high-resolution geoid model.
 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 by GPS observations using
 AU2163 ** precise GPS observation and processing techniques and a new
 AU2163 ** realization of GEOID03. It supersedes any height that may have been
 AU2163 ** previously determined for this station.
 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
 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.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     -   141,212.872 1,119,219.801   MT  0.99993394   +0 36 59.2
 AU2163;SPC LA S     -   463,295.90  3,671,973.63   sFT  0.99993394   +0 36 59.2
 AU2163;UTM  15      - 3,296,622.944   780,361.821   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  ELLIP H (02/10/07)  -23.651  (m)                       GP(       )    
 AU2163  NAD 83(1992)-  29 46 05.46861(N)    090 06 01.68847(W) AD(2004.65) B
 AU2163  ELLIP H (06/22/05)  -23.668  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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: RECESSED 30 CENTIMETERS
 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 29, 2006
 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  HISTORY     - 20060429 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
 AU2163
 AU2163                          STATION RECOVERY (2006)
 AU2163
 AU2163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 AT0740 ***********************************************************************
 AT0740  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0740  DESIGNATION -  B 371
 AT0740  PID         -  AT0740
 AT0740  STATE/COUNTY-  LA/PLAQUEMINES
 AT0740  USGS QUAD   -  POINTE A LA HACHE (1992)
 AT0740
 AT0740                         *CURRENT SURVEY CONTROL
 AT0740  ___________________________________________________________________
 AT0740* NAD 83(2007)-  29 35 35.59705(N)    089 49 09.01927(W)     ADJUSTED  
 AT0740* NAVD 88     -         0.46   (meters)       1.5    (feet)  GPS OBS(2006.81)
 AT0740  **This station is located in a suspected subsidence area (see below).
 AT0740  ___________________________________________________________________
 AT0740  EPOCH DATE  -        2002.00
 AT0740  X           -      17,518.040 (meters)                     COMP
 AT0740  Y           -  -5,550,614.570 (meters)                     COMP
 AT0740  Z           -   3,131,232.075 (meters)                     COMP
 AT0740  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AT0740  ELLIP HEIGHT-         -24.292 (meters)          (03/12/08) ADJUSTED
 AT0740  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AT0740  HORZ ORDER  -  A
 AT0740  ELLP ORDER  -  THIRD     CLASS I
 AT0740
 AT0740.The horizontal coordinates were established by GPS observations
 AT0740.and adjusted by the National Geodetic Survey in March 2008.
 AT0740
 AT0740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0740.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AT0740.The horizontal coordinates are valid at the epoch date displayed above.
 AT0740.The epoch date for horizontal control is a decimal equivalence
 AT0740.of Year/Month/Day.
 AT0740
 AT0740.The orthometric height was determined by GPS observations and a
 AT0740.high-resolution geoid model.
 AT0740 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0740 ** and geoid heights are valid at the date of observation. These heights
 AT0740 ** must always be validated when used as control.
 AT0740 ** The orthometric height was determined by GPS observations using
 AT0740 ** precise GPS observation and processing techniques and a new
 AT0740 ** realization of GEOID03. It supersedes any height that may have been
 AT0740 ** previously determined for this station.
 AT0740 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0740 ** epoch indicated which incorporates improved geoid heights for the
 AT0740 ** Southern Louisiana Subsidence area.
 AT0740 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AT0740
 AT0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AT0740
 AT0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AT0740
 AT0740.The ellipsoidal height was determined by GPS observations
 AT0740.and is referenced to NAD 83.
 AT0740
 AT0740.The geoid height was determined by GEOID03.
 AT0740
 AT0740;                    North         East     Units Scale Factor Converg.
 AT0740;SPC LA S     -   122,147.469 1,146,676.464   MT  0.99995089   +0 45 25.6
 AT0740;SPC LA S     -   400,745.49  3,762,054.37   sFT  0.99995089   +0 45 25.6
 AT0740;UTM  16      - 3,277,031.609   226,938.482   MT  1.00052011   -1 23 35.1
 AT0740
 AT0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0740!SPC LA S     -   1.00000382  x   0.99995089  =   0.99995471
 AT0740!UTM  16      -   1.00000382  x   1.00052011  =   1.00052393
 AT0740
 AT0740                          SUPERSEDED SURVEY CONTROL
 AT0740
 AT0740  NGVD 29 (??/??/??)    0.821  (m)            2.69   (f) ADJUSTED    1 2
 AT0740
 AT0740.Superseded values are not recommended for survey control.
 AT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AT0740.See file dsdata.txt to determine how the superseded data were derived.
 AT0740
 AT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT2693877032(NAD 83)
 AT0740_MARKER: F = FLANGE-ENCASED ROD
 AT0740_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AT0740_SP_SET: STAINLESS STEEL ROD
 AT0740_STAMPING: B 371 1984
 AT0740_MARK LOGO: NGS   
 AT0740_PROJECTION: PROJECTING 15 CENTIMETERS
 AT0740_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0740+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AT0740_ROD/PIPE-DEPTH: 28.0 meters
 AT0740
 AT0740  HISTORY     - Date     Condition        Report By
 AT0740  HISTORY     - 1984     MONUMENTED       NGS
 AT0740  HISTORY     - 20060404 GOOD             NGS
 AT0740
 AT0740                          STATION DESCRIPTION
 AT0740
 AT0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AT0740'2.9 KM (1.8 MI) NW FROM POINTE A LA HACHE.
 AT0740'2.9 KM (1.8 MI) NORTHWEST ALONG OLD HIGHWAY 39 (LEVEE ROAD) FROM THE
 AT0740'COURTHOUSE AT POINTE A LA HACHE, 11.1 METERS (36.5 FT) EAST-NORTHEAST
 AT0740'OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.0 FT) SOUTHEAST OF A
 AT0740'DRIVEWAY AND 0.9 METER (3.0 FT) SOUTHEAST OF A POWER LINE POLE WITH A
 AT0740'WOODEN BRACE.
 AT0740'THE MARK IS 0.90 METERS  SE FROM A WITNESS POST.
 AT0740'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AT0740
 AT0740                          STATION RECOVERY (2006)
 AT0740
 AT0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0740'MARK RECOVERED NEEDING MAINTENANCE. ROD LEANING TO EAST WAS
 AT0740'STRAIGHTENED. NEW PVC PIPE AND NGS LOGO CAP WERE INSTALLED SURROUNDED
 AT0740'BY CONCRETE COLLAR INSIDE 5-GAL BUCKET USED AS FORM.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1810  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1810 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1810 ** and geoid heights are valid at the date of observation. These heights
 BH1810 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU3558 ***********************************************************************
 AU3558  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 15 39.41378(N)    090 39 23.81572(W)     ADJUSTED  
 AU3558* NAVD 88     -         0.26   (meters)       0.9    (feet)  GPS OBS(2006.81)
 AU3558  **This station is located in a suspected subsidence area (see below).
 AU3558  ___________________________________________________________________
 AU3558  EPOCH DATE  -        2002.00
 AU3558  X           -     -63,816.902 (meters)                     COMP
 AU3558  Y           -  -5,568,371.714 (meters)                     COMP
 AU3558  Z           -   3,099,153.942 (meters)                     COMP
 AU3558  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU3558  ELLIP HEIGHT-         -24.210 (meters)          (03/12/08) ADJUSTED
 AU3558  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 AU3558  HORZ ORDER  -  A
 AU3558  ELLP ORDER  -  THIRD     CLASS I
 AU3558
 AU3558.The horizontal coordinates were established by GPS observations
 AU3558.and adjusted by the National Geodetic Survey in March 2008.
 AU3558
 AU3558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3558.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3558.The horizontal coordinates are valid at the epoch date displayed above.
 AU3558.The epoch date for horizontal control is a decimal equivalence
 AU3558.of Year/Month/Day.
 AU3558
 AU3558.The orthometric height was determined by GPS observations and a
 AU3558.high-resolution geoid model.
 AU3558 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3558 ** and geoid heights are valid at the date of observation. These heights
 AU3558 ** must always be validated when used as control.
 AU3558 ** The orthometric height was determined by GPS observations using
 AU3558 ** precise GPS observation and processing techniques and a new
 AU3558 ** realization of GEOID03. It supersedes any height that may have been
 AU3558 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU3558;SPC LA S     -    84,543.337 1,065,772.531   MT  1.00000850   +0 20 18.1
 AU3558;SPC LA S     -   277,372.60  3,496,622.05   sFT  1.00000850   +0 20 18.1
 AU3558;UTM  15      - 3,239,173.864   727,703.259   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  NAD 83(2007)-  29 15 39.41369(N)    090 39 23.81659(W) AD(       ) 0
 AU3558  ELLIP H (02/10/07)  -24.215  (m)                       GP(       )    
 AU3558  ELLIP H (02/21/02)  -24.214  (m)                       GP(       ) 5 1
 AU3558  NAD 83(1992)-  29 15 39.41271(N)    090 39 23.81571(W) AD(       ) 1
 AU3558  ELLIP H (12/17/98)  -24.238  (m)                       GP(       ) 4 2
 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: F = FLANGE-ENCASED 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 - October 30, 2007
 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  HISTORY     - 20060602 GOOD             NGS
 AU3558  HISTORY     - 20071030 GOOD             NGS
 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.
 AU3558
 AU3558                          STATION RECOVERY (2006)
 AU3558
 AU3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU3558'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AU3558
 AU3558                          STATION RECOVERY (2007)
 AU3558
 AU3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AU3558'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 DJ9337 ***********************************************************************
 DJ9337  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9337  DESIGNATION -  B 393
 DJ9337  PID         -  DJ9337
 DJ9337  STATE/COUNTY-  LA/ST TAMMANY
 DJ9337  USGS QUAD   -  LACOMBE (1994)
 DJ9337
 DJ9337                         *CURRENT SURVEY CONTROL
 DJ9337  ___________________________________________________________________
 DJ9337* NAD 83(2007)-  30 21 26.34564(N)    089 55 48.42187(W)     ADJUSTED  
 DJ9337* NAVD 88     -         6.11   (meters)      20.0    (feet)  GPS OBS(2006.81)
 DJ9337  **This station is located in a suspected subsidence area (see below).
 DJ9337  ___________________________________________________________________
 DJ9337  EPOCH DATE  -        2002.00
 DJ9337  X           -       6,718.423 (meters)                     COMP
 DJ9337  Y           -  -5,508,322.515 (meters)                     COMP
 DJ9337  Z           -   3,204,605.154 (meters)                     COMP
 DJ9337  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DJ9337  ELLIP HEIGHT-         -20.687 (meters)          (03/12/08) ADJUSTED
 DJ9337  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DJ9337  HORZ ORDER  -  A
 DJ9337  ELLP ORDER  -  THIRD     CLASS I
 DJ9337
 DJ9337.The horizontal coordinates were established by GPS observations
 DJ9337.and adjusted by the National Geodetic Survey in March 2008.
 DJ9337
 DJ9337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9337.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9337.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9337.The epoch date for horizontal control is a decimal equivalence
 DJ9337.of Year/Month/Day.
 DJ9337
 DJ9337.The orthometric height was determined by GPS observations and a
 DJ9337.high-resolution geoid model.
 DJ9337 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9337 ** and geoid heights are valid at the date of observation. These heights
 DJ9337 ** must always be validated when used as control.
 DJ9337 ** The orthometric height was determined by GPS observations using
 DJ9337 ** precise GPS observation and processing techniques and a new
 DJ9337 ** realization of GEOID03. It supersedes any height that may have been
 DJ9337 ** previously determined for this station.
 DJ9337 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9337 ** epoch indicated which incorporates improved geoid heights for the
 DJ9337 ** Southern Louisiana Subsidence area.
 DJ9337 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9337
 DJ9337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9337
 DJ9337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9337
 DJ9337.The ellipsoidal height was determined by GPS observations
 DJ9337.and is referenced to NAD 83.
 DJ9337
 DJ9337.The geoid height was determined by GEOID03.
 DJ9337
 DJ9337;                    North         East     Units Scale Factor Converg.
 DJ9337;SPC LA S     -   206,700.339 1,134,892.655   MT  0.99994502   +0 42 05.9
 DJ9337;SPC LA S     -   678,149.36  3,723,393.65   sFT  0.99994502   +0 42 05.9
 DJ9337;UTM  16      - 3,362,021.860   218,354.396   MT  1.00057873   -1 28 54.6
 DJ9337;UTM  15      - 3,362,377.857   795,086.196   MT  1.00067439   +1 33 09.4
 DJ9337
 DJ9337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9337!SPC LA S     -   1.00000325  x   0.99994502  =   0.99994827
 DJ9337!UTM  16      -   1.00000325  x   1.00057873  =   1.00058198
 DJ9337!UTM  15      -   1.00000325  x   1.00067439  =   1.00067764
 DJ9337
 DJ9337                          SUPERSEDED SURVEY CONTROL
 DJ9337
 DJ9337.No superseded survey control is available for this station.
 DJ9337
 DJ9337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1835462022(NAD 83)
 DJ9337_MARKER: F = FLANGE-ENCASED ROD
 DJ9337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9337_STAMPING: B 393 2006
 DJ9337_MARK LOGO: NGS   
 DJ9337_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9337_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9337+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2006
 DJ9337_ROD/PIPE-DEPTH: 30.5 meters
 DJ9337_SLEEVE-DEPTH  :  0.9 meters
 DJ9337
 DJ9337  HISTORY     - Date     Condition        Report By
 DJ9337  HISTORY     - 20060916 MONUMENTED       NGS
 DJ9337
 DJ9337                          STATION DESCRIPTION
 DJ9337
 DJ9337'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9337'TO REACH FROM I-12 EXIT 63, U.S. HIGHWAY 190, GO 10.4 MI (16.7 KM)
 DJ9337'EAST ALONG I-12 TO THE MARK IN THE MEDIAN JUST WEST OF THE TWO BRIDGES
 DJ9337'AT BAYOU LACOMBE.  TO REACH FROM EXIT 74, STATE HIGHWAY 434, GO 0.65
 DJ9337'MILE (1.0 KM) WEST ALONG I-12.
 DJ9337' 
 DJ9337'MARK IS 45.0 FT (13.7 M) SOUTHWEST OF I-12 WESTBOUND LANES, 44.0 FT
 DJ9337'(13.4 M) NORTHEAST OF I-12 EASTBOUND LANES, 31.0 FT (9.45 M) NORTHWEST
 DJ9337'OF THE NORTHWEST CORNER OF EASTBOUND BRIDGE, 28.1 FT (8.6 M) SOUTHWEST
 DJ9337'OF THE SOUTHWEST CORNER OF WESTBOUND BRIDGE, 21.0 FT (6.4 M) NORTH OF
 DJ9337'NORTH STEEL POST SUPPORTING SIGN FOR BAYOU LACOMBE, AND 0.4 FT (0.12
 DJ9337'M) WEST OF A CARSONITE WITNESS POST.
 DJ9337' 
 DJ9337'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9337'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9338 ***********************************************************************
 DJ9338  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9338  DESIGNATION -  B 394
 DJ9338  PID         -  DJ9338
 DJ9338  STATE/COUNTY-  LA/ST MARTIN
 DJ9338  USGS QUAD   -  NEW IBERIA NORTH (1983)
 DJ9338
 DJ9338                         *CURRENT SURVEY CONTROL
 DJ9338  ___________________________________________________________________
 DJ9338* NAD 83(2007)-  30 06 37.49723(N)    091 49 35.50738(W)     ADJUSTED  
 DJ9338* NAVD 88     -         6.75   (meters)      22.1    (feet)  GPS OBS(2006.81)
 DJ9338  **This station is located in a suspected subsidence area (see below).
 DJ9338  ___________________________________________________________________
 DJ9338  EPOCH DATE  -        2002.00
 DJ9338  X           -    -176,009.268 (meters)                     COMP
 DJ9338  Y           -  -5,519,303.117 (meters)                     COMP
 DJ9338  Z           -   3,180,957.759 (meters)                     COMP
 DJ9338  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DJ9338  ELLIP HEIGHT-         -20.335 (meters)          (03/12/08) ADJUSTED
 DJ9338  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DJ9338  HORZ ORDER  -  A
 DJ9338  ELLP ORDER  -  THIRD     CLASS I
 DJ9338
 DJ9338.The horizontal coordinates were established by GPS observations
 DJ9338.and adjusted by the National Geodetic Survey in March 2008.
 DJ9338
 DJ9338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9338.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9338.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9338.The epoch date for horizontal control is a decimal equivalence
 DJ9338.of Year/Month/Day.
 DJ9338
 DJ9338.The orthometric height was determined by GPS observations and a
 DJ9338.high-resolution geoid model.
 DJ9338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9338 ** and geoid heights are valid at the date of observation. These heights
 DJ9338 ** must always be validated when used as control.
 DJ9338 ** The orthometric height was determined by GPS observations using
 DJ9338 ** precise GPS observation and processing techniques and a new
 DJ9338 ** realization of GEOID03. It supersedes any height that may have been
 DJ9338 ** previously determined for this station.
 DJ9338 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9338 ** epoch indicated which incorporates improved geoid heights for the
 DJ9338 ** Southern Louisiana Subsidence area.
 DJ9338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9338
 DJ9338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9338
 DJ9338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9338
 DJ9338.The ellipsoidal height was determined by GPS observations
 DJ9338.and is referenced to NAD 83.
 DJ9338
 DJ9338.The geoid height was determined by GEOID03.
 DJ9338
 DJ9338;                    North         East     Units Scale Factor Converg.
 DJ9338;SPC LA S     -   178,607.773   952,469.663   MT  0.99992756   -0 14 47.8
 DJ9338;SPC LA S     -   585,982.34  3,124,894.22   sFT  0.99992756   -0 14 47.8
 DJ9338;UTM  15      - 3,331,601.291   613,056.936   MT  0.99975769   +0 35 19.5
 DJ9338
 DJ9338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9338!SPC LA S     -   1.00000319  x   0.99992756  =   0.99993075
 DJ9338!UTM  15      -   1.00000319  x   0.99975769  =   0.99976088
 DJ9338
 DJ9338                          SUPERSEDED SURVEY CONTROL
 DJ9338
 DJ9338.No superseded survey control is available for this station.
 DJ9338
 DJ9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP1305731601(NAD 83)
 DJ9338_MARKER: F = FLANGE-ENCASED ROD
 DJ9338_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9338_STAMPING: B 394 2006
 DJ9338_MARK LOGO: NGS   
 DJ9338_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9338_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9338+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DJ9338_ROD/PIPE-DEPTH: 36.3 meters
 DJ9338_SLEEVE-DEPTH  :  0.9 meters
 DJ9338
 DJ9338  HISTORY     - Date     Condition        Report By
 DJ9338  HISTORY     - 20060918 MONUMENTED       NGS
 DJ9338
 DJ9338                          STATION DESCRIPTION
 DJ9338
 DJ9338'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9338'TO REACH FROM I-10 EXIT 109, JUNCTION OF STATE HIGHWAY 328 NORTH OF
 DJ9338'BREAUX BRIDGE, GO 1.7 MI (2.7 KM) SOUTHEAST ALONG STATE HIGHWAY 328 TO
 DJ9338'THE T-JUNCTION FOR STATE HIGHWAY 336-1, THENCE RIGHT (SOUTHWEST) ALONG
 DJ9338'HIGHWAY 336-1 FOR 0.2 MILE TO STATE HIGHWAY 31, THENCE LEFT
 DJ9338'(SOUTHEAST) ALONG HIGHWAY 31 FOR 6.85 MI (11.0 KM) TO STATE HIGHWAY
 DJ9338'350, THENCE RIGHT (SOUTHWEST) ALONG HIGHWAY 350 FOR 6.6 MILES TO STATE
 DJ9338'HIGHWAY 96 IN SAINT MARTINVILLE, THENCE LEFT (EAST) ALONG HIGHWAY 96
 DJ9338'FOR 0.3 MILE STATE HIGHWAY 347, THENCE RIGHT (SOUTH) ALONG HIGHWAY 347
 DJ9338'FOR 0.8 MILE TO MARK ON THE RIGHT ON THE PROPERTY OF MR. SAM
 DJ9338'CHAMPAGNE, 6807 CEMETERY HIGHWAY, WHICH IS ACROSS THE STREET FROM THE
 DJ9338'MARK.
 DJ9338' 
 DJ9338'MARK IS 39.5 FT (12.05 M) WEST OF THE CENTERLINE OF HIGHWAY 347, 19.0
 DJ9338'FT (5.8 M) NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY WEST, 30.6 FT
 DJ9338'(9.35 M) NORTH AND ACROSS GRAVEL DRIVEWAY FROM A TELEPHONE POLE, 1.0
 DJ9338'FT (0.3 M) SOUTH OF A FENCE, AND 2.0 FT (0.62 M) SOUTHEAST OF A WOODEN
 DJ9338'FENCE CORNER.
 DJ9338' 
 DJ9338'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9338'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2945  **This station is located in a suspected subsidence area (see below).
 BK2945  ___________________________________________________________________
 BK2945  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2945  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2945 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2945 ** and geoid heights are valid at the date of observation. These heights
 BK2945 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU1402 ***********************************************************************
 AU1402  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1402  DESIGNATION -  B 4649
 AU1402  PID         -  AU1402
 AU1402  STATE/COUNTY-  LA/TERREBONNE
 AU1402  USGS QUAD   -  GIBSON (1980)
 AU1402
 AU1402                         *CURRENT SURVEY CONTROL
 AU1402  ___________________________________________________________________
 AU1402* NAD 83(2007)-  29 37 51.96836(N)    090 56 03.37605(W)     ADJUSTED  
 AU1402* NAVD 88     -         1.16   (meters)       3.8    (feet)  LEVELING(2006.81)
 AU1402  **This station is located in a suspected subsidence area (see below).
 AU1402  **This station is included in the VTDP model (see below).
 AU1402  ___________________________________________________________________
 AU1402  EPOCH DATE  -        2002.00
 AU1402  X           -     -90,471.527 (meters)                     COMP
 AU1402  Y           -  -5,547,829.868 (meters)                     COMP
 AU1402  Z           -   3,134,882.635 (meters)                     COMP
 AU1402  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU1402  ELLIP HEIGHT-         -24.187 (meters)          (03/12/08) ADJUSTED
 AU1402  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU1402  HORZ ORDER  -  A
 AU1402  VERT ORDER  -  THIRD
 AU1402  ELLP ORDER  -  THIRD     CLASS I
 AU1402
 AU1402.The horizontal coordinates were established by GPS observations
 AU1402.and adjusted by the National Geodetic Survey in March 2008.
 AU1402
 AU1402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1402.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1402.The horizontal coordinates are valid at the epoch date displayed above.
 AU1402.The epoch date for horizontal control is a decimal equivalence
 AU1402.of Year/Month/Day.
 AU1402
 AU1402.The orthometric height was determined by differential leveling.
 AU1402.The vertical network tie was performed by a horz. field party for horz.
 AU1402.obs reductions. Reset procedures were used to establish the elevation.
 AU1402 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1402 ** and geoid heights are valid at the date of observation. These heights
 AU1402 ** must always be validated when used as control.
 AU1402 ** The orthometric height was determined with a Vertical Time-dependent
 AU1402 ** Positioning (VTDP) model and has been validated through GPS observations
 AU1402 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 AU1402 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1402 ** epoch indicated which incorporates improved geoid heights for the
 AU1402 ** Southern Louisiana Subsidence area
 AU1402 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1402
 AU1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1402
 AU1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1402
 AU1402.The ellipsoidal height was determined by GPS observations
 AU1402.and is referenced to NAD 83.
 AU1402
 AU1402.The geoid height was determined by GEOID03.
 AU1402
 AU1402;                    North         East     Units Scale Factor Converg.
 AU1402;SPC LA S     -   125,444.391 1,038,643.490   MT  0.99994643   +0 11 58.3
 AU1402;SPC LA S     -   411,562.14  3,407,616.18   sFT  0.99994643   +0 11 58.3
 AU1402;UTM  15      - 3,279,692.592   699,989.825   MT  1.00009352   +1 01 18.0
 AU1402
 AU1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1402!SPC LA S     -   1.00000380  x   0.99994643  =   0.99995023
 AU1402!UTM  15      -   1.00000380  x   1.00009352  =   1.00009732
 AU1402
 AU1402                          SUPERSEDED SURVEY CONTROL
 AU1402
 AU1402  NGVD 29 (??/??/??)    1.603  (m)            5.26   (f) ADJUSTED    1 2
 AU1402
 AU1402.Superseded values are not recommended for survey control.
 AU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1402.See file dsdata.txt to determine how the superseded data were derived.
 AU1402
 AU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXN9999079693(NAD 83)
 AU1402_MARKER: DD = SURVEY DISK
 AU1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1402_SP_SET: CONCRETE POST
 AU1402_STAMPING: W.P.A. B 4649
 AU1402_MARK LOGO: LAGS  
 AU1402_PROJECTION: RECESSED 12 CENTIMETERS
 AU1402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1402+STABILITY: SURFACE MOTION
 AU1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1402+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2007
 AU1402
 AU1402  HISTORY     - Date     Condition        Report By
 AU1402  HISTORY     - UNK      MONUMENTED       LAGS
 AU1402  HISTORY     - 1965     GOOD             CGS
 AU1402  HISTORY     - 1980     GOOD             LADTD
 AU1402  HISTORY     - 1982     GOOD             NGS
 AU1402  HISTORY     - 19930303 GOOD             NGS
 AU1402  HISTORY     - 20050526 GOOD             NGS
 AU1402  HISTORY     - 20071030 GOOD             NGS
 AU1402
 AU1402                          STATION DESCRIPTION
 AU1402
 AU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1402'6.55 MI SE FROM GIBSON.
 AU1402'6.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM A CONCRETE DRAWBRIDGE
 AU1402'OVER BAYOU BLACK AT GIBSON, 0.1 MILE WEST OF THE MAIN ENTRANCE TO THE
 AU1402'SHELL OIL COMPANY PLANT, 30 FEET SOUTH OF THE CENTER LINE OF THE
 AU1402'HIGHWAY, 5 FEET SOUTHEAST OF A LIGHT POLE, 56 1/2 FEET WEST OF 52-INCH
 AU1402'OAK TREE, 33 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 AU1402'HOUSE, 3.7 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW
 AU1402'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST THAT IS
 AU1402'SET 4 INCHES BELOW THE SURFACE OF THE GROUND.
 AU1402
 AU1402                          STATION RECOVERY (1980)
 AU1402
 AU1402'RECOVERY NOTE BY LA TRANSP AND DEV 1980
 AU1402'RECOVERED IN GOOD CONDITION.
 AU1402
 AU1402                          STATION RECOVERY (1982)
 AU1402
 AU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1402'THE MARK IS 0.30 M BELOW HIGHWAY.
 AU1402'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 9.58 KILOMETERS
 AU1402'(5.95 MILES) SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE SOUTHEAST END OF
 AU1402'THE HIGHWAY BRIDGE OVER BAYOU BLACK IN GIBSON, TO THE MARK ON THE
 AU1402'RIGHT, 9.14 METERS (30.0 FEET) SOUTH OF THE CENTER LINE OF THE
 AU1402'HIGHWAY, 5.18 METERS (17.0 FEET) NORTHWEST OF TELEPHONE CABLE JUNCTION
 AU1402'BOX NO. 24, 1.52 METERS (5.0 FEET) SOUTHEAST OF A POWER POLE WITH A
 AU1402'SECURITY LIGHT, 1.12 METERS (3.7 FEET) SOUTH OF A 3-FOOT HIGH CONCRETE
 AU1402'WITNESS POST INSCRIBED USBM.
 AU1402'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 AU1402
 AU1402                          STATION RECOVERY (1993)
 AU1402
 AU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AU1402'0.2 KM (0.10 MI) SOUTHERLY ALONG CAROLL STREET FROM THE POST OFFICE
 AU1402'IN GIBSON, THENCE 8.9 KM (5.55 MI) SOUTHEASTERLY ALONG SOUTH BAYOU
 AU1402'BLACK DRIVE AND U.S. HIGHWAY 90, 9.1 M (29.9 FT) SOUTH OF THE
 AU1402'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHWEST OF UNDERGROUND
 AU1402'CABLE JUNCTION BOX NUMBER 24, 1.5 M (4.9 FT) SOUTHEAST OF A UTILITY
 AU1402'LIGHT POLE, 1.0 M (3.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 AU1402'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS
 AU1402'POST, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AU1402'SURFACE.
 AU1402
 AU1402                          STATION RECOVERY (2005)
 AU1402
 AU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (RLT)
 AU1402'RECOVERED AS DESCRIBED.
 AU1402
 AU1402                          STATION RECOVERY (2007)
 AU1402
 AU1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AU1402'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AU1402'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AU1402'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AU1402'PROTECTIVE BUMPERS TUBES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4590  **This station is located in a suspected subsidence area (see below).
 BJ4590  ___________________________________________________________________
 BJ4590  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BJ4590  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4590 ** and geoid heights are valid at the date of observation. These heights
 BJ4590 ** must always be validated when used as control.
 BJ4590 ** The orthometric height has not been validated since last determined
 BJ4590 ** by differential leveling and should not be used for control purposes.
 BJ4590 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4590 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4590 ** epoch indicated which incorporates improved geoid heights for the
 BJ4590 ** Southern Louisiana Subsidence area.
 BJ4590 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 DJ9340 ***********************************************************************
 DJ9340  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9340  DESIGNATION -  BA 25B SM 09
 DJ9340  PID         -  DJ9340
 DJ9340  STATE/COUNTY-  LA/LAFOURCHE
 DJ9340  USGS QUAD   -  SAVOIE (1980)
 DJ9340
 DJ9340                         *CURRENT SURVEY CONTROL
 DJ9340  ___________________________________________________________________
 DJ9340* NAD 83(2007)-  29 44 15.65935(N)    090 40 41.19654(W)     ADJUSTED  
 DJ9340* NAVD 88     -         3.02   (meters)       9.9    (feet)  GPS OBS(2006.81)
 DJ9340  **This station is located in a suspected subsidence area (see below).
 DJ9340  ___________________________________________________________________
 DJ9340  EPOCH DATE  -        2002.00
 DJ9340  X           -     -65,597.952 (meters)                     COMP
 DJ9340  Y           -  -5,542,330.147 (meters)                     COMP
 DJ9340  Z           -   3,145,147.187 (meters)                     COMP
 DJ9340  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DJ9340  ELLIP HEIGHT-         -22.515 (meters)          (03/12/08) ADJUSTED
 DJ9340  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 DJ9340  HORZ ORDER  -  A
 DJ9340  ELLP ORDER  -  THIRD     CLASS I
 DJ9340
 DJ9340.The horizontal coordinates were established by GPS observations
 DJ9340.and adjusted by the National Geodetic Survey in March 2008.
 DJ9340
 DJ9340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9340.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9340.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9340.The epoch date for horizontal control is a decimal equivalence
 DJ9340.of Year/Month/Day.
 DJ9340
 DJ9340.The orthometric height was determined by GPS observations and a
 DJ9340.high-resolution geoid model.
 DJ9340 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9340 ** and geoid heights are valid at the date of observation. These heights
 DJ9340 ** must always be validated when used as control.
 DJ9340 ** The orthometric height was determined by GPS observations using
 DJ9340 ** precise GPS observation and processing techniques and a new
 DJ9340 ** realization of GEOID03. It supersedes any height that may have been
 DJ9340 ** previously determined for this station.
 DJ9340 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9340 ** epoch indicated which incorporates improved geoid heights for the
 DJ9340 ** Southern Louisiana Subsidence area.
 DJ9340 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9340
 DJ9340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9340
 DJ9340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9340
 DJ9340.The ellipsoidal height was determined by GPS observations
 DJ9340.and is referenced to NAD 83.
 DJ9340
 DJ9340.The geoid height was determined by GEOID03.
 DJ9340
 DJ9340;                    North         East     Units Scale Factor Converg.
 DJ9340;SPC LA S     -   137,371.794 1,063,381.265   MT  0.99993623   +0 19 39.4
 DJ9340;SPC LA S     -   450,693.96  3,488,776.70   sFT  0.99993623   +0 19 39.4
 DJ9340;UTM  15      - 3,291,976.860   724,558.961   MT  1.00022222   +1 09 08.0
 DJ9340
 DJ9340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9340!SPC LA S     -   1.00000354  x   0.99993623  =   0.99993977
 DJ9340!UTM  15      -   1.00000354  x   1.00022222  =   1.00022576
 DJ9340
 DJ9340                          SUPERSEDED SURVEY CONTROL
 DJ9340
 DJ9340.No superseded survey control is available for this station.
 DJ9340
 DJ9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN2455991977(NAD 83)
 DJ9340_MARKER: DD = SURVEY DISK
 DJ9340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9340_STAMPING: BA 25 B SM 09
 DJ9340_MARK LOGO: NONE  
 DJ9340_PROJECTION: FLUSH
 DJ9340_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9340+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 DJ9340
 DJ9340  HISTORY     - Date     Condition        Report By
 DJ9340  HISTORY     - 20031104 MONUMENTED       LOCENG
 DJ9340  HISTORY     - 20060425 GOOD             NGS
 DJ9340
 DJ9340                          STATION DESCRIPTION
 DJ9340
 DJ9340'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9340'7.65 KM (4.8 MI) WESTERLY ALONG STATE HIGHWAY 308 FROM THE JUNCTION OF
 DJ9340'STATE HIGHWAY 3198 IN RACELAND TO THE MARK ON THE LEFT BY A DITCH BANK
 DJ9340'AND ALSO IS 0.45 KM (0.3 MI) EAST OF THE THIRD ZION BAPTIST CHURCH.
 DJ9340' 
 DJ9340'41.3 FT (12.6 M) WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 24.9
 DJ9340'FT (7.6 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 308, 3.9 FT (1.2
 DJ9340'M) NORTHWEST OF A ANCHOR IN CONCRETE, AND 2.9 FT (0.9 M) NORTH OF A
 DJ9340'CARSONITE WITNESS POST.
 DJ9340' 
 DJ9340'NOTE--ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO
 DJ9340'CAP. STAMPING DECODES AS DNR BARATARIA DRAINAGE BASIN PROJECT 25B,
 DJ9340'SECONDARY MARK 09.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 55 01.64867(N)    090 18 58.55727(W)     ADJUSTED  
 DH3816* NAVD 88     -         1.74   (meters)       5.7    (feet)  GPS OBS(2006.81)
 DH3816  **This station is located in a suspected subsidence area (see below).
 DH3816  ___________________________________________________________________
 DH3816  EPOCH DATE  -        2002.00
 DH3816  X           -     -30,540.374 (meters)                     COMP
 DH3816  Y           -  -5,532,739.067 (meters)                     COMP
 DH3816  Z           -   3,162,402.280 (meters)                     COMP
 DH3816  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DH3816  ELLIP HEIGHT-         -24.190 (meters)          (03/12/08) ADJUSTED
 DH3816  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 DH3816
 DH3816  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3816  Type    PID    Designation                      North   East  Ellip
 DH3816  -------------------------------------------------------------------
 DH3816  NETWORK DH3816 BA01 SM01                         1.74   1.47   4.41
 DH3816  -------------------------------------------------------------------
 DH3816  ELLP ORDER  -  THIRD     CLASS I
 DH3816
 DH3816.The horizontal coordinates were established by GPS observations
 DH3816.and adjusted by the National Geodetic Survey in February 2007.
 DH3816
 DH3816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3816.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 DH3816.high-resolution geoid model.
 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 any height that may have been
 DH3816 ** previously 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
 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     -   157,516.044 1,098,206.011   MT  0.99992681   +0 30 30.8
 DH3816;SPC LA S     -   516,783.89  3,603,030.89   sFT  0.99992681   +0 30 30.8
 DH3816;UTM  15      - 3,312,630.036   759,102.699   MT  1.00042838   +1 20 21.3
 DH3816
 DH3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3816!SPC LA S     -   1.00000380  x   0.99992681  =   0.99993061
 DH3816!UTM  15      -   1.00000380  x   1.00042838  =   1.00043218
 DH3816
 DH3816                          SUPERSEDED SURVEY CONTROL
 DH3816
 DH3816  ELLIP H (02/10/07)  -24.148  (m)                       GP(       )    
 DH3816  NAD 83(1992)-  29 55 01.64871(N)    090 18 58.55731(W) AD(2004.65) B
 DH3816  ELLIP H (06/22/05)  -24.153  (m)                       GP(2004.65) 4 1
 DH3816
 DH3816.Superseded values are not recommended for survey control.
 DH3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3816.See file dsdata.txt to determine how the superseded data were derived.
 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: BA 01 SM 01
 DH3816_MARK LOGO: LADNR 
 DH3816_PROJECTION: FLUSH
 DH3816_MAGNETIC: I = MARKER IS A STEEL ROD
 DH3816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3816+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 DH3816
 DH3816  HISTORY     - Date     Condition        Report By
 DH3816  HISTORY     - 2002     MONUMENTED       CHANCE
 DH3816  HISTORY     - 20040601 GOOD             CHANCE
 DH3816  HISTORY     - 20060429 GOOD             NGS
 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.
 DH3816
 DH3816                          STATION RECOVERY (2006)
 DH3816
 DH3816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DH3816'RECOVERED AS DESCRIBED. LADNR COASTAL RESTORATION DIVISION, BARATARIA
 DH3816'DRAINAGE AREA, RESTORATION PROJECT 01,SURVEY MARK 01.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9339 ***********************************************************************
 DJ9339  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9339  DESIGNATION -  BA03C SM 01
 DJ9339  PID         -  DJ9339
 DJ9339  STATE/COUNTY-  LA/PLAQUEMINES
 DJ9339  USGS QUAD   -  PHOENIX (1973)
 DJ9339
 DJ9339                         *CURRENT SURVEY CONTROL
 DJ9339  ___________________________________________________________________
 DJ9339* NAD 83(2007)-  29 41 58.77211(N)    089 59 13.50630(W)     ADJUSTED  
 DJ9339* NAVD 88     -         0.63   (meters)       2.1    (feet)  GPS OBS(2006.81)
 DJ9339  **This station is located in a suspected subsidence area (see below).
 DJ9339  ___________________________________________________________________
 DJ9339  EPOCH DATE  -        2002.00
 DJ9339  X           -       1,249.843 (meters)                     COMP
 DJ9339  Y           -  -5,544,805.932 (meters)                     COMP
 DJ9339  Z           -   3,141,485.685 (meters)                     COMP
 DJ9339  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DJ9339  ELLIP HEIGHT-         -24.537 (meters)          (03/12/08) ADJUSTED
 DJ9339  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 DJ9339  HORZ ORDER  -  A
 DJ9339  ELLP ORDER  -  THIRD     CLASS I
 DJ9339
 DJ9339.The horizontal coordinates were established by GPS observations
 DJ9339.and adjusted by the National Geodetic Survey in March 2008.
 DJ9339
 DJ9339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9339.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9339.The epoch date for horizontal control is a decimal equivalence
 DJ9339.of Year/Month/Day.
 DJ9339
 DJ9339.The orthometric height was determined by GPS observations and a
 DJ9339.high-resolution geoid model.
 DJ9339 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9339 ** and geoid heights are valid at the date of observation. These heights
 DJ9339 ** must always be validated when used as control.
 DJ9339 ** The orthometric height was determined by GPS observations using
 DJ9339 ** precise GPS observation and processing techniques and a new
 DJ9339 ** realization of GEOID03. It supersedes any height that may have been
 DJ9339 ** previously determined for this station.
 DJ9339 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9339 ** epoch indicated which incorporates improved geoid heights for the
 DJ9339 ** Southern Louisiana Subsidence area.
 DJ9339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9339
 DJ9339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9339
 DJ9339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9339
 DJ9339.The ellipsoidal height was determined by GPS observations
 DJ9339.and is referenced to NAD 83.
 DJ9339
 DJ9339.The geoid height was determined by GEOID03.
 DJ9339
 DJ9339;                    North         East     Units Scale Factor Converg.
 DJ9339;SPC LA S     -   133,741.215 1,130,272.958   MT  0.99993948   +0 40 23.3
 DJ9339;SPC LA S     -   438,782.64  3,708,237.20   sFT  0.99993948   +0 40 23.3
 DJ9339;UTM  16      - 3,289,240.859   210,971.866   MT  1.00063086   -1 28 51.6
 DJ9339;UTM  15      - 3,289,305.786   791,528.585   MT  1.00064877   +1 29 37.7
 DJ9339
 DJ9339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9339!SPC LA S     -   1.00000385  x   0.99993948  =   0.99994333
 DJ9339!UTM  16      -   1.00000385  x   1.00063086  =   1.00063472
 DJ9339!UTM  15      -   1.00000385  x   1.00064877  =   1.00065263
 DJ9339
 DJ9339                          SUPERSEDED SURVEY CONTROL
 DJ9339
 DJ9339.No superseded survey control is available for this station.
 DJ9339
 DJ9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT1097289241(NAD 83)
 DJ9339_MARKER: I = METAL ROD
 DJ9339_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9339_STAMPING: BAO3C SMO1
 DJ9339_MARK LOGO: LADNR 
 DJ9339_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9339_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9339+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 DJ9339
 DJ9339  HISTORY     - Date     Condition        Report By
 DJ9339  HISTORY     - UNK      MONUMENTED       LADNR
 DJ9339  HISTORY     - 20060403 GOOD             NGS
 DJ9339
 DJ9339                          STATION DESCRIPTION
 DJ9339
 DJ9339'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9339'TO REACH FROM THE POST OFFICE IN CEDAR GROVE, GO 13.5 KM (8.4 MI)
 DJ9339'SOUTHERLY ALONG STATE HIGHWAY 23 TO MARK, 13.0 KM (8.1 MI) SOUTH OF
 DJ9339'THE CEDAR GROVE WATER TOWER, AND 4.3 KM (2.7 MI) SOUTH OF THE BELLE
 DJ9339'CHASE FIRE STATION NUMBER 3.
 DJ9339' 
 DJ9339'18.5 M (60.7 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 23 SOUTH
 DJ9339'LANES, 8.3 M (27.2 FT) NORTHWEST OF A FIRE HYDRANT, 6.2 M (20.3 FT)
 DJ9339'SOUTHEAST OF A UTILITY POLE, 0.6 M (1.96 FT) NORTHEAST OF A CARSONITE
 DJ9339'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE HWY.
 DJ9339' 
 DJ9339'NOTE--ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO
 DJ9339'CAP. SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
 DJ9339'LADNR BARATARIA DISTRICT RESTORATION PROJECT 03C, SURVEY MARK 01.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9341 ***********************************************************************
 DJ9341  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9341  DESIGNATION -  BA34 SM 02
 DJ9341  PID         -  DJ9341
 DJ9341  STATE/COUNTY-  LA/ST JAMES
 DJ9341  USGS QUAD   -  LOWER VACHERIE (1980)
 DJ9341
 DJ9341                         *CURRENT SURVEY CONTROL
 DJ9341  ___________________________________________________________________
 DJ9341* NAD 83(2007)-  29 54 41.63875(N)    090 43 44.80607(W)     ADJUSTED  
 DJ9341* NAVD 88     -         0.36   (meters)       1.2    (feet)  GPS OBS(2006.81)
 DJ9341  **This station is located in a suspected subsidence area (see below).
 DJ9341  ___________________________________________________________________
 DJ9341  EPOCH DATE  -        2002.00
 DJ9341  X           -     -70,409.489 (meters)                     COMP
 DJ9341  Y           -  -5,532,681.386 (meters)                     COMP
 DJ9341  Z           -   3,161,867.511 (meters)                     COMP
 DJ9341  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DJ9341  ELLIP HEIGHT-         -25.624 (meters)          (03/12/08) ADJUSTED
 DJ9341  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DJ9341  HORZ ORDER  -  A
 DJ9341  ELLP ORDER  -  THIRD     CLASS I
 DJ9341
 DJ9341.The horizontal coordinates were established by GPS observations
 DJ9341.and adjusted by the National Geodetic Survey in March 2008.
 DJ9341
 DJ9341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9341.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9341.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9341.The epoch date for horizontal control is a decimal equivalence
 DJ9341.of Year/Month/Day.
 DJ9341
 DJ9341.The orthometric height was determined by GPS observations and a
 DJ9341.high-resolution geoid model.
 DJ9341 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9341 ** and geoid heights are valid at the date of observation. These heights
 DJ9341 ** must always be validated when used as control.
 DJ9341 ** The orthometric height was determined by GPS observations using
 DJ9341 ** precise GPS observation and processing techniques and a new
 DJ9341 ** realization of GEOID03. It supersedes any height that may have been
 DJ9341 ** previously determined for this station.
 DJ9341 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9341 ** epoch indicated which incorporates improved geoid heights for the
 DJ9341 ** Southern Louisiana Subsidence area.
 DJ9341 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9341
 DJ9341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9341
 DJ9341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9341
 DJ9341.The ellipsoidal height was determined by GPS observations
 DJ9341.and is referenced to NAD 83.
 DJ9341
 DJ9341.The geoid height was determined by GEOID03.
 DJ9341
 DJ9341;                    North         East     Units Scale Factor Converg.
 DJ9341;SPC LA S     -   156,617.941 1,058,346.080   MT  0.99992695   +0 18 07.6
 DJ9341;SPC LA S     -   513,837.36  3,472,257.10   sFT  0.99992695   +0 18 07.6
 DJ9341;UTM  15      - 3,311,153.570   719,244.813   MT  1.00019310   +1 07 58.3
 DJ9341
 DJ9341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9341!SPC LA S     -   1.00000402  x   0.99992695  =   0.99993097
 DJ9341!UTM  15      -   1.00000402  x   1.00019310  =   1.00019713
 DJ9341
 DJ9341                          SUPERSEDED SURVEY CONTROL
 DJ9341
 DJ9341.No superseded survey control is available for this station.
 DJ9341
 DJ9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1924511154(NAD 83)
 DJ9341_MARKER: F = FLANGE-ENCASED ROD
 DJ9341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9341_STAMPING: BA 34 SM 02
 DJ9341_MARK LOGO: LADNR 
 DJ9341_PROJECTION: FLUSH
 DJ9341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9341+STABILITY: SURFACE MOTION
 DJ9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9341+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 DJ9341_ROD/PIPE-DEPTH: 17.1 meters
 DJ9341
 DJ9341  HISTORY     - Date     Condition        Report By
 DJ9341  HISTORY     - 20020312 MONUMENTED       LADNR
 DJ9341  HISTORY     - 20060427 GOOD             NGS
 DJ9341
 DJ9341                          STATION DESCRIPTION
 DJ9341
 DJ9341'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9341'TO REACH FROM THE INTERSECTION OF LA HIGHWAYS 20 AND 3127 IN VACHERIE,
 DJ9341'GO 5 MI (8.0 KM) SOUTHERLY ON LA 20 TO A BOAT LANDING ON THE LEFT
 DJ9341'BEFORE THE BAYOU CHEVREUIL BRIDGE. TURN LEFT AND PROCEED SOUTHERLY ON
 DJ9341'PARKING LOT TO THE MARK ON THE RIGHT IN OR ADJOINING A SMALL DITCH.
 DJ9341' 
 DJ9341'THE MARK IS 44.0 FT (13.4 M) SSE OF THE NORTH-MOST WOOD 6X6 POST FOR
 DJ9341'THE NE BRIDGE GUARDRAIL, 36.6 FT (11.2 M) NE OF THE NORTHEAST BRIDGE
 DJ9341'ABUTMENT, AND 22.4 FT (6.8 M) SOUTH OF WOOD POWER POLE NUMBER 159.
 DJ9341' 
 DJ9341'THIS IS LADNR COASTAL RESTORATION DIVISION BARATARIA DISTRICT PROJECT
 DJ9341'34 SURVEY MARK 02.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9342 ***********************************************************************
 DJ9342  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9342  DESIGNATION -  BA34 SM 04
 DJ9342  PID         -  DJ9342
 DJ9342  STATE/COUNTY-  LA/LAFOURCHE
 DJ9342  USGS QUAD   -  LAGAN (1989)
 DJ9342
 DJ9342                         *CURRENT SURVEY CONTROL
 DJ9342  ___________________________________________________________________
 DJ9342* NAD 83(2007)-  29 52 49.92485(N)    090 48 18.27814(W)     ADJUSTED  
 DJ9342* NAVD 88     -         1.04   (meters)       3.4    (feet)  GPS OBS(2006.81)
 DJ9342  **This station is located in a suspected subsidence area (see below).
 DJ9342  ___________________________________________________________________
 DJ9342  EPOCH DATE  -        2002.00
 DJ9342  X           -     -77,768.920 (meters)                     COMP
 DJ9342  Y           -  -5,534,298.174 (meters)                     COMP
 DJ9342  Z           -   3,158,885.757 (meters)                     COMP
 DJ9342  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DJ9342  ELLIP HEIGHT-         -24.878 (meters)          (03/12/08) ADJUSTED
 DJ9342  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DJ9342  HORZ ORDER  -  A
 DJ9342  ELLP ORDER  -  THIRD     CLASS I
 DJ9342
 DJ9342.The horizontal coordinates were established by GPS observations
 DJ9342.and adjusted by the National Geodetic Survey in March 2008.
 DJ9342
 DJ9342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9342.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9342.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9342.The epoch date for horizontal control is a decimal equivalence
 DJ9342.of Year/Month/Day.
 DJ9342
 DJ9342.The orthometric height was determined by GPS observations and a
 DJ9342.high-resolution geoid model.
 DJ9342 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9342 ** and geoid heights are valid at the date of observation. These heights
 DJ9342 ** must always be validated when used as control.
 DJ9342 ** The orthometric height was determined by GPS observations using
 DJ9342 ** precise GPS observation and processing techniques and a new
 DJ9342 ** realization of GEOID03. It supersedes any height that may have been
 DJ9342 ** previously determined for this station.
 DJ9342 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9342 ** epoch indicated which incorporates improved geoid heights for the
 DJ9342 ** Southern Louisiana Subsidence area.
 DJ9342 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9342
 DJ9342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9342
 DJ9342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9342
 DJ9342.The ellipsoidal height was determined by GPS observations
 DJ9342.and is referenced to NAD 83.
 DJ9342
 DJ9342.The geoid height was determined by GEOID03.
 DJ9342
 DJ9342;                    North         East     Units Scale Factor Converg.
 DJ9342;SPC LA S     -   153,142.101 1,051,026.544   MT  0.99992794   +0 15 50.9
 DJ9342;SPC LA S     -   502,433.71  3,448,242.92   sFT  0.99992794   +0 15 50.9
 DJ9342;UTM  15      - 3,307,571.152   711,974.621   MT  1.00015442   +1 05 38.1
 DJ9342
 DJ9342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9342!SPC LA S     -   1.00000391  x   0.99992794  =   0.99993185
 DJ9342!UTM  15      -   1.00000391  x   1.00015442  =   1.00015833
 DJ9342
 DJ9342                          SUPERSEDED SURVEY CONTROL
 DJ9342
 DJ9342.No superseded survey control is available for this station.
 DJ9342
 DJ9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP1197507571(NAD 83)
 DJ9342_MARKER: F = FLANGE-ENCASED ROD
 DJ9342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9342_STAMPING: BA 34 SM 04
 DJ9342_MARK LOGO: NONE  
 DJ9342_PROJECTION: FLUSH
 DJ9342_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9342+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 DJ9342_ROD/PIPE-DEPTH: 14.6 meters
 DJ9342
 DJ9342  HISTORY     - Date     Condition        Report By
 DJ9342  HISTORY     - 20040106 MONUMENTED       JCLS
 DJ9342  HISTORY     - 20060426 GOOD             NGS
 DJ9342
 DJ9342                          STATION DESCRIPTION
 DJ9342
 DJ9342'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9342'IN CHACKBAY, NEAR THE JUNCTION OF STATE HIGHWAYS 20 AND 304, AT THE
 DJ9342'SOUTH EDGE OF SCHNEIDER PARK.
 DJ9342' 
 DJ9342'167.3 FT (51.0 M) EAST OF THE JUNCTION OF STATE HIGHWAYS 20 AND 304,
 DJ9342'75.5 FT (23.0 M) EAST OF THE EAST CORNER OF A CHAIN-LINK FENCE AROUND
 DJ9342'THE TENNIS COURT, 57.7 FT (17.6 M) SOUTHWEST OF A UTILITY POLE, 29.5
 DJ9342'FT (9.0 M) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 20, 11.2 FT
 DJ9342'(3.4 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK, 1.6 FT (0.5 M)
 DJ9342'SOUTH OF A CARSONITE WITNESS POST AND 1.3 FT (0.4 M) BELOW THE HIGHWAY
 DJ9342'AND FLUSH WITH GROUND.
 DJ9342' 
 DJ9342'NOTE--ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO
 DJ9342'CAP. STAMPING DECODES AS DNR BARATRIA DRAINAGE BASIN PROJECT 34,
 DJ9342'SECONDARY MARK 04.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3184  **This station is located in a suspected subsidence area (see below).
 BJ3184  ___________________________________________________________________
 BJ3184  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ3184  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3184 ** and geoid heights are valid at the date of observation. These heights
 BJ3184 ** must always be validated when used as control.
 BJ3184 ** The orthometric height has not been validated since last determined
 BJ3184 ** by differential leveling and should not be used for control purposes.
 BJ3184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3184 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3184 ** epoch indicated which incorporates improved geoid heights for the
 BJ3184 ** Southern Louisiana Subsidence area.
 BJ3184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0527  **This station is located in a suspected subsidence area (see below).
 BJ0527  ___________________________________________________________________
 BJ0527  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ0527  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0527  DYNAMIC HT  -          16.5   (meters)      54.    (feet)  COMP
 BJ0527  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 BJ0527
 BJ0527  HORZ ORDER  -  SECOND
 BJ0527  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0527 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0527 ** and geoid heights are valid at the date of observation. These heights
 BJ0527 ** must always be validated when used as control.
 BJ0527 ** The orthometric height has not been validated since last determined
 BJ0527 ** by differential leveling and should not be used for control purposes.
 BJ0527 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0527 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0527 ** epoch indicated which incorporates improved geoid heights for the
 BJ0527 ** Southern Louisiana Subsidence area.
 BJ0527 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0527.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0920  **This station is located in a suspected subsidence area (see below).
 AT0920  ___________________________________________________________________
 AT0920  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0920  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0920 ** and geoid heights are valid at the date of observation. These heights
 AT0920 ** must always be validated when used as control.
 AT0920 ** The orthometric height has not been validated since last determined
 AT0920 ** by differential leveling and should not be used for control purposes.
 AT0920 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0920 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0920 ** epoch indicated which incorporates improved geoid heights for the
 AT0920 ** Southern Louisiana Subsidence area.
 AT0920 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0899  **This station is located in a suspected subsidence area (see below).
 AT0899  ___________________________________________________________________
 AT0899  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AT0899  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0899 ** and geoid heights are valid at the date of observation. These heights
 AT0899 ** must always be validated when used as control.
 AT0899 ** The orthometric height has not been validated since last determined
 AT0899 ** by differential leveling and should not be used for control purposes.
 AT0899 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0899 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0899 ** epoch indicated which incorporates improved geoid heights for the
 AT0899 ** Southern Louisiana Subsidence area.
 AT0899 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  29 44 25.61750(N)    090 49 46.48292(W)     ADJUSTED  
 AH6508* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6508  **This station is located in a suspected subsidence area (see below).
 AH6508  ___________________________________________________________________
 AH6508  EPOCH DATE  -        2002.00
 AH6508  X           -     -80,247.321 (meters)                     COMP
 AH6508  Y           -  -5,541,984.264 (meters)                     COMP
 AH6508  Z           -   3,145,412.844 (meters)                     COMP
 AH6508  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6508  ELLIP HEIGHT-         -23.685 (meters)          (02/10/07) ADJUSTED
 AH6508  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH6508
 AH6508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6508  Type    PID    Designation                      North   East  Ellip
 AH6508  -------------------------------------------------------------------
 AH6508  NETWORK AH6508 BACK                              1.51   1.31   2.98
 AH6508  -------------------------------------------------------------------
 AH6508
 AH6508.The horizontal coordinates were established by GPS observations
 AH6508.and adjusted by the National Geodetic Survey in February 2007.
 AH6508
 AH6508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6508.The horizontal coordinates are valid at the epoch date displayed above.
 AH6508.The epoch date for horizontal control is a decimal equivalence
 AH6508.of Year/Month/Day.
 AH6508
 AH6508.The orthometric height was determined by GPS observations and a
 AH6508.high-resolution geoid model.
 AH6508 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6508 ** and geoid heights are valid at the date of observation. These heights
 AH6508 ** must always be validated when used as control.
 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 more information.
 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
 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     -   137,604.298 1,048,728.131   MT  0.99993601   +0 15 06.8
 AH6508;SPC LA S     -   451,456.77  3,440,702.21   sFT  0.99993601   +0 15 06.8
 AH6508;UTM  15      - 3,291,998.389   709,900.388   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 (02/21/02)  -23.662  (m)                       GP(       ) 5 1
 AH6508  NAD 83(1992)-  29 44 25.61736(N)    090 49 46.48237(W) AD(       ) 1
 AH6508  ELLIP H (12/17/98)  -23.638  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1418  **This station is located in a suspected subsidence area (see below).
 AT1418  ___________________________________________________________________
 AT1418  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1418  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1418 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1418 ** and geoid heights are valid at the date of observation. These heights
 AT1418 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1179  **This station is located in a suspected subsidence area (see below).
 AT1179  ___________________________________________________________________
 AT1179  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1179  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1179 ** and geoid heights are valid at the date of observation. These heights
 AT1179 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2999  **This station is located in a suspected subsidence area (see below).
 BK2999  ___________________________________________________________________
 BK2999  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2999  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2999 ** and geoid heights are valid at the date of observation. These heights
 BK2999 ** must always be validated when used as control.
 BK2999 ** The orthometric height has not been validated since last determined
 BK2999 ** by differential leveling and should not be used for control purposes.
 BK2999 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2999 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2999 ** epoch indicated which incorporates improved geoid heights for the
 BK2999 ** Southern Louisiana Subsidence area.
 BK2999 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0493  **This station is located in a suspected subsidence area (see below).
 BJ0493  ___________________________________________________________________
 BJ0493  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ0493  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0493  DYNAMIC HT  -          24.1   (meters)      79.    (feet)  COMP
 BJ0493  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 BJ0493
 BJ0493  HORZ ORDER  -  FIRST
 BJ0493  VERT ORDER  -  FIRST     CLASS II (See Below)
 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 scaled from a topographic map.
 BJ0493 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0493 ** and geoid heights are valid at the date of observation. These heights
 BJ0493 ** must always be validated when used as control.
 BJ0493 ** The orthometric height has not been validated since last determined
 BJ0493 ** by differential leveling and should not be used for control purposes.
 BJ0493 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0493 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0493 ** epoch indicated which incorporates improved geoid heights for the
 BJ0493 ** Southern Louisiana Subsidence area.
 BJ0493 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0493.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4758  **This station is located in a suspected subsidence area (see below).
 BJ4758  ___________________________________________________________________
 BJ4758  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4758  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4753  **This station is located in a suspected subsidence area (see below).
 BJ4753  ___________________________________________________________________
 BJ4753  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4753  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4751  **This station is located in a suspected subsidence area (see below).
 BJ4751  ___________________________________________________________________
 BJ4751  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ4751  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4759  **This station is located in a suspected subsidence area (see below).
 BJ4759  ___________________________________________________________________
 BJ4759  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4759  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4759 ** and geoid heights are valid at the date of observation. These heights
 BJ4759 ** must always be validated when used as control.
 BJ4759 ** The orthometric height has not been validated since last determined
 BJ4759 ** by differential leveling and should not be used for control purposes.
 BJ4759 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4759 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4759 ** epoch indicated which incorporates improved geoid heights for the
 BJ4759 ** Southern Louisiana Subsidence area.
 BJ4759 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4773  **This station is located in a suspected subsidence area (see below).
 BJ4773  ___________________________________________________________________
 BJ4773  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4773  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4765  **This station is located in a suspected subsidence area (see below).
 BJ4765  ___________________________________________________________________
 BJ4765  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BJ4765  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4771  **This station is located in a suspected subsidence area (see below).
 BJ4771  ___________________________________________________________________
 BJ4771  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ4771  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4757  **This station is located in a suspected subsidence area (see below).
 BJ4757  ___________________________________________________________________
 BJ4757  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ4757  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0025  **This station is located in a suspected 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 was scaled from a topographic map.
 AU0025 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0025 ** and geoid heights are valid at the date of observation. These heights
 AU0025 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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 27.5
 CQ2901:UTM  15      -  BALL AZ MK                               052 15 21.2
 CQ2901
 CQ2901|---------------------------------------------------------------------|
 CQ2901| PID    Reference Object                     Distance      Geod. Az  |
 CQ2901|                                                           dddmmss.s |
 CQ2901| CQ1184 BALL AZ MK                                         0522820.9 |
 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 3371455.5 |
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3164  **This station is located in a suspected subsidence area (see below).
 BK3164  ___________________________________________________________________
 BK3164  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BK3164  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3164 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3164 ** and geoid heights are valid at the date of observation. These heights
 BK3164 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3288  **This station is located in a suspected subsidence area (see below).
 AU3288  ___________________________________________________________________
 AU3288  X           -     -10,038.312 (meters)                     COMP
 AU3288  Y           -  -5,544,830.183 (meters)                     COMP
 AU3288  Z           -   3,141,428.085 (meters)                     COMP
 AU3288  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AU3288  ELLIP HEIGHT-         -24.239 (meters)          (09/30/02) ADJUSTED
 AU3288  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3288 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3288 ** and geoid heights are valid at the date of observation. These heights
 AU3288 ** must always be validated when used as control.
 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 more information.
 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
 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)  -24.235  (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     3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3289* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3289  **This station is located in a suspected subsidence area (see below).
 AU3289  ___________________________________________________________________
 AU3289  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU3289  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3289 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3289 ** and geoid heights are valid at the date of observation. These heights
 AU3289 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1211  **This station is located in a suspected subsidence area (see below).
 AT1211  ___________________________________________________________________
 AT1211  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1211  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1211 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1211 ** and geoid heights are valid at the date of observation. These heights
 AT1211 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2820  **This station is located in a suspected subsidence area (see below).
 AU2820  ___________________________________________________________________
 AU2820  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2820  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2915  **This station is located in a suspected subsidence area (see below).
 AU2915  ___________________________________________________________________
 AU2915  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU2915  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 30 14.46293(N)    093 40 41.39600(W)     ADJUSTED  
 CQ3272* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 CQ3272  ___________________________________________________________________
 CQ3272  EPOCH DATE  -        2002.00
 CQ3272  X           -    -345,412.707 (meters)                     COMP
 CQ3272  Y           -  -5,373,193.727 (meters)                     COMP
 CQ3272  Z           -   3,407,732.212 (meters)                     COMP
 CQ3272  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 CQ3272  ELLIP HEIGHT-          61.976 (meters)          (02/10/07) ADJUSTED
 CQ3272  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CQ3272
 CQ3272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3272  Type    PID    Designation                      North   East  Ellip
 CQ3272  -------------------------------------------------------------------
 CQ3272  NETWORK CQ3272 BARKS                             1.88   2.27   4.29
 CQ3272  -------------------------------------------------------------------
 CQ3272
 CQ3272.The horizontal coordinates were established by GPS observations
 CQ3272.and adjusted by the National Geodetic Survey in February 2007.
 CQ3272
 CQ3272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3272.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3272.The epoch date for horizontal control is a decimal equivalence
 CQ3272.of Year/Month/Day.
 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     -   222,801.707   889,290.580   MT  0.99996696   -0 37 22.4
 CQ3272;SPC LA N     -   730,975.27  2,917,614.18   sFT  0.99996696   -0 37 22.4
 CQ3272;UTM  15      - 3,596,507.051   436,295.890   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  =   0.99964031
 CQ3272
 CQ3272:                Primary Azimuth Mark                     Grid Az
 CQ3272:SPC LA N     -  DALE                                     021 37 43.3
 CQ3272:UTM  15      -  DALE                                     021 22 12.8
 CQ3272
 CQ3272|---------------------------------------------------------------------|
 CQ3272| PID    Reference Object                     Distance      Geod. Az  |
 CQ3272|                                                           dddmmss.s |
 CQ3272| CQ3269 DALE                                492.871 METERS 0210020.9 |
 CQ3272|---------------------------------------------------------------------|
 CQ3272
 CQ3272                          SUPERSEDED SURVEY CONTROL
 CQ3272
 CQ3272  ELLIP H (02/20/02)   61.951  (m)                       GP(       ) 4 1
 CQ3272  ELLIP H (03/31/95)   62.063  (m)                       GP(       ) 4 1
 CQ3272  NAD 83(1992)-  32 30 14.46357(N)    093 40 41.39527(W) AD(       ) 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3142  ___________________________________________________________________
 CQ3142  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ3142  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3143  ___________________________________________________________________
 CQ3143  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CQ3143  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3245  ___________________________________________________________________
 CQ3245  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CQ3245  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3265  ___________________________________________________________________
 CQ3265  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CQ3265  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3270  ___________________________________________________________________
 CQ3270  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CQ3270  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3141  ___________________________________________________________________
 CQ3141  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ3141  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4432  **This station is located in a suspected subsidence area (see below).
 BJ4432  ___________________________________________________________________
 BJ4432  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4432  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3023  **This station is located in a suspected subsidence area (see below).
 AU3023  ___________________________________________________________________
 AU3023  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU3023  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3023 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3023 ** and geoid heights are valid at the date of observation. These heights
 AU3023 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2877  **This station is located in a suspected subsidence area (see below).
 BH2877  ___________________________________________________________________
 BH2877  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2877  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2877 ** and geoid heights are valid at the date of observation. These heights
 BH2877 ** must always be validated when used as control.
 BH2877 ** The orthometric height has not been validated since last determined
 BH2877 ** by differential leveling and should not be used for control purposes.
 BH2877 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2877 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2877 ** epoch indicated which incorporates improved geoid heights for the
 BH2877 ** Southern Louisiana Subsidence area.
 BH2877 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BH2878* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BH2878  **This station is located in a suspected subsidence area (see below).
 BH2878  ___________________________________________________________________
 BH2878  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2878  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2878 ** and geoid heights are valid at the date of observation. These heights
 BH2878 ** must always be validated when used as control.
 BH2878 ** The orthometric height has not been validated since last determined
 BH2878 ** by differential leveling and should not be used for control purposes.
 BH2878 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2878 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2878 ** epoch indicated which incorporates improved geoid heights for the
 BH2878 ** Southern Louisiana Subsidence area.
 BH2878 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 34 47.31769(N)    090 43 24.31085(W)     ADJUSTED  
 AH6165* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6165  **This station is located in a suspected subsidence area (see below).
 AH6165  ___________________________________________________________________
 AH6165  EPOCH DATE  -        2002.00
 AH6165  X           -     -70,090.134 (meters)                     COMP
 AH6165  Y           -  -5,550,934.739 (meters)                     COMP
 AH6165  Z           -   3,129,939.965 (meters)                     COMP
 AH6165  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6165  ELLIP HEIGHT-         -23.080 (meters)          (02/10/07) ADJUSTED
 AH6165  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6165
 AH6165  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6165  Type    PID    Designation                      North   East  Ellip
 AH6165  -------------------------------------------------------------------
 AH6165  NETWORK AH6165 BARROW                            1.27   1.49   3.02
 AH6165  -------------------------------------------------------------------
 AH6165
 AH6165.The horizontal coordinates were established by GPS observations
 AH6165.and adjusted by the National Geodetic Survey in February 2007.
 AH6165
 AH6165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6165.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6165.The horizontal coordinates are valid at the epoch date displayed above.
 AH6165.The epoch date for horizontal control is a decimal equivalence
 AH6165.of Year/Month/Day.
 AH6165
 AH6165.The orthometric height was determined by GPS observations and a
 AH6165.high-resolution geoid model.
 AH6165 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6165 ** and geoid heights are valid at the date of observation. These heights
 AH6165 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,849.163 1,059,091.550   MT  0.99995257   +0 18 17.9
 AH6165;SPC LA S     -   393,205.13  3,474,702.86   sFT  0.99995257   +0 18 17.9
 AH6165;UTM  15      - 3,274,389.796   720,519.967   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  =   1.00020369
 AH6165
 AH6165                          SUPERSEDED SURVEY CONTROL
 AH6165
 AH6165  ELLIP H (02/21/02)  -23.038  (m)                       GP(       ) 5 1
 AH6165  NAD 83(1992)-  29 34 47.31777(N)    090 43 24.30974(W) AD(       ) 1
 AH6165  ELLIP H (12/17/98)  -23.009  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5107  **This station is located in a suspected subsidence area (see below).
 BJ5107  ___________________________________________________________________
 BJ5107  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5107  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5107 ** and geoid heights are valid at the date of observation. These heights
 BJ5107 ** must always be validated when used as control.
 BJ5107 ** The orthometric height has not been validated since last determined
 BJ5107 ** by differential leveling and should not be used for control purposes.
 BJ5107 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5107 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5107 ** epoch indicated which incorporates improved geoid heights for the
 BJ5107 ** Southern Louisiana Subsidence area.
 BJ5107 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2920  **This station is located in a suspected subsidence area (see below).
 AU2920  ___________________________________________________________________
 AU2920  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2920  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2920 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2920 ** and geoid heights are valid at the date of observation. These heights
 AU2920 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0979  **This station is located in a suspected subsidence area (see below).
 BK0979  ___________________________________________________________________
 BK0979  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK0979  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0979 ** and geoid heights are valid at the date of observation. These heights
 BK0979 ** must always be validated when used as control.
 BK0979 ** The orthometric height has not been validated since last determined
 BK0979 ** by differential leveling and should not be used for control purposes.
 BK0979 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK0979 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0979 ** epoch indicated which incorporates improved geoid heights for the
 BK0979 ** Southern Louisiana Subsidence area.
 BK0979 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2857  **This station is located in a suspected subsidence area (see below).
 BK2857  ___________________________________________________________________
 BK2857  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2857  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2868  **This station is located in a suspected subsidence area (see below).
 BK2868  ___________________________________________________________________
 BK2868  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BK2868  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK0980* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK0980  **This station is located in a suspected subsidence area (see below).
 BK0980  ___________________________________________________________________
 BK0980  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK0980  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0980 ** and geoid heights are valid at the date of observation. These heights
 BK0980 ** must always be validated when used as control.
 BK0980 ** The orthometric height has not been validated since last determined
 BK0980 ** by differential leveling and should not be used for control purposes.
 BK0980 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK0980 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0980 ** epoch indicated which incorporates improved geoid heights for the
 BK0980 ** Southern Louisiana Subsidence area.
 BK0980 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2859  **This station is located in a suspected subsidence area (see below).
 BK2859  ___________________________________________________________________
 BK2859  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BK2859  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2859 ** and geoid heights are valid at the date of observation. These heights
 BK2859 ** must always be validated when used as control.
 BK2859 ** The orthometric height has not been validated since last determined
 BK2859 ** by differential leveling and should not be used for control purposes.
 BK2859 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2859 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2859 ** epoch indicated which incorporates improved geoid heights for the
 BK2859 ** Southern Louisiana Subsidence area.
 BK2859 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3015  ___________________________________________________________________
 CP3015  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CP3015  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1221  **This station is located in a suspected subsidence area (see below).
 AT1221  ___________________________________________________________________
 AT1221  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1221  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1221 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1221 ** and geoid heights are valid at the date of observation. These heights
 AT1221 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1227  **This station is located in a suspected subsidence area (see below).
 AT1227  ___________________________________________________________________
 AT1227  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AT1227  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1227 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1227 ** and geoid heights are valid at the date of observation. These heights
 AT1227 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1134  **This station is located in a suspected subsidence area (see below).
 AT1134  ___________________________________________________________________
 AT1134  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AT1134  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1134 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1134 ** and geoid heights are valid at the date of observation. These heights
 AT1134 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT1144* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT1144  **This station is located in a suspected subsidence area (see below).
 AT1144  ___________________________________________________________________
 AT1144  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AT1144  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1144 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1144 ** and geoid heights are valid at the date of observation. These heights
 AT1144 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1133  **This station is located in a suspected subsidence area (see below).
 AT1133  ___________________________________________________________________
 AT1133  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AT1133  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1133 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1133 ** and geoid heights are valid at the date of observation. These heights
 AT1133 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3155  ___________________________________________________________________
 CP3155  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3155  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3158  ___________________________________________________________________
 CP3158  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3158  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3159  ___________________________________________________________________
 CP3159  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 CP3159  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3154  ___________________________________________________________________
 CP3154  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3154  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3160  ___________________________________________________________________
 CP3160  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3160  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3161  ___________________________________________________________________
 CP3161  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CP3161  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3153  ___________________________________________________________________
 CP3153  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3153  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3157  ___________________________________________________________________
 CP3157  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3157  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3156  ___________________________________________________________________
 CP3156  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CP3156  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3146  ___________________________________________________________________
 CP3146  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3146  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1797  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1797 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1797 ** and geoid heights are valid at the date of observation. These heights
 BH1797 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1098  **This station is located in a suspected subsidence area (see below).
 AT1098  ___________________________________________________________________
 AT1098  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1098  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1098 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1098 ** and geoid heights are valid at the date of observation. These heights
 AT1098 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1175  **This station is located in a suspected subsidence area (see below).
 AT1175  ___________________________________________________________________
 AT1175  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1175  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1175 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1175 ** and geoid heights are valid at the date of observation. These heights
 AT1175 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1174  **This station is located in a suspected subsidence area (see below).
 AT1174  ___________________________________________________________________
 AT1174  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AT1174  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1174 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1174 ** and geoid heights are valid at the date of observation. These heights
 AT1174 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4769  **This station is located in a suspected subsidence area (see below).
 BJ4769  ___________________________________________________________________
 BJ4769  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 BJ4769  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4769 ** and geoid heights are valid at the date of observation. These heights
 BJ4769 ** must always be validated when used as control.
 BJ4769 ** The orthometric height has not been validated since last determined
 BJ4769 ** by differential leveling and should not be used for control purposes.
 BJ4769 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4769 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4769 ** epoch indicated which incorporates improved geoid heights for the
 BJ4769 ** Southern Louisiana Subsidence area.
 BJ4769 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5054  **This station is located in a suspected subsidence area (see below).
 BJ5054  ___________________________________________________________________
 BJ5054  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5054  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 - October 07, 2007
 BJ5054
 BJ5054  HISTORY     - Date     Condition        Report By
 BJ5054  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5054  HISTORY     - 20040306 GOOD             USPSQD
 BJ5054  HISTORY     - 20050318 GOOD             USPSQD
 BJ5054  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ5054
 BJ5054                          STATION RECOVERY (2007)
 BJ5054
 BJ5054'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4932  **This station is located in a suspected subsidence area (see below).
 BJ4932  ___________________________________________________________________
 BJ4932  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ4932  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4760  **This station is located in a suspected subsidence area (see below).
 BJ4760  ___________________________________________________________________
 BJ4760  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4760  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5050  **This station is located in a suspected subsidence area (see below).
 BJ5050  ___________________________________________________________________
 BJ5050  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BJ5050  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5040  **This station is located in a suspected subsidence area (see below).
 BJ5040  ___________________________________________________________________
 BJ5040  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ5040  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4928  **This station is located in a suspected subsidence area (see below).
 BJ4928  ___________________________________________________________________
 BJ4928  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ4928  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4933  **This station is located in a suspected subsidence area (see below).
 BJ4933  ___________________________________________________________________
 BJ4933  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4933  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5062  **This station is located in a suspected subsidence area (see below).
 BJ5062  ___________________________________________________________________
 BJ5062  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ5062  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5032  **This station is located in a suspected subsidence area (see below).
 BJ5032  ___________________________________________________________________
 BJ5032  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5032  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5055  **This station is located in a suspected subsidence area (see below).
 BJ5055  ___________________________________________________________________
 BJ5055  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5055  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5063  **This station is located in a suspected subsidence area (see below).
 BJ5063  ___________________________________________________________________
 BJ5063  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5063  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4764  **This station is located in a suspected subsidence area (see below).
 BJ4764  ___________________________________________________________________
 BJ4764  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4764  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4762  **This station is located in a suspected subsidence area (see below).
 BJ4762  ___________________________________________________________________
 BJ4762  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4762  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5049  **This station is located in a suspected subsidence area (see below).
 BJ5049  ___________________________________________________________________
 BJ5049  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5049  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5031  **This station is located in a suspected subsidence area (see below).
 BJ5031  ___________________________________________________________________
 BJ5031  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5031  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5048  **This station is located in a suspected subsidence area (see below).
 BJ5048  ___________________________________________________________________
 BJ5048  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5048  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5033  **This station is located in a suspected subsidence area (see below).
 BJ5033  ___________________________________________________________________
 BJ5033  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ5033  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5052  **This station is located in a suspected subsidence area (see below).
 BJ5052  ___________________________________________________________________
 BJ5052  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5052  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 SUITABLE FOR
 BJ5052+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 BJ5052
 BJ5052  HISTORY     - Date     Condition        Report By
 BJ5052  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5052  HISTORY     - 20031220 GOOD             USPSQD
 BJ5052  HISTORY     - 20050318 GOOD             USPSQD
 BJ5052  HISTORY     - 20071010 GOOD             GEOCAC
 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.
 BJ5052
 BJ5052                          STATION RECOVERY (2007)
 BJ5052
 BJ5052'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5052'TANK IS PAINTED WHITE WITH BLUE WATER DROP LOGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5038  **This station is located in a suspected subsidence area (see below).
 BJ5038  ___________________________________________________________________
 BJ5038  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5038  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 SUITABLE FOR
 BJ5038+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 BJ5038
 BJ5038  HISTORY     - Date     Condition        Report By
 BJ5038  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5038  HISTORY     - 20031220 GOOD             USPSQD
 BJ5038  HISTORY     - 20050318 GOOD             USPSQD
 BJ5038  HISTORY     - 20071010 GOOD             GEOCAC
 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.
 BJ5038
 BJ5038                          STATION RECOVERY (2007)
 BJ5038
 BJ5038'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5038'CUBAN LIQUOR STORE IS NOW WINE AND CORK. TANKS IS PAINTED WHITE WITH
 BJ5038'BLUE WATER DROP LOGO.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5043  **This station is located in a suspected subsidence area (see below).
 BJ5043  ___________________________________________________________________
 BJ5043  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5043  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5037  **This station is located in a suspected subsidence area (see below).
 BJ5037  ___________________________________________________________________
 BJ5037  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5037  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4756  **This station is located in a suspected subsidence area (see below).
 BJ4756  ___________________________________________________________________
 BJ4756  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4756  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4756 ** and geoid heights are valid at the date of observation. These heights
 BJ4756 ** must always be validated when used as control.
 BJ4756 ** The orthometric height has not been validated since last determined
 BJ4756 ** by differential leveling and should not be used for control purposes.
 BJ4756 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4756 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4756 ** epoch indicated which incorporates improved geoid heights for the
 BJ4756 ** Southern Louisiana Subsidence area.
 BJ4756 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5044  **This station is located in a suspected subsidence area (see below).
 BJ5044  ___________________________________________________________________
 BJ5044  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5044  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5044+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 BJ5044
 BJ5044  HISTORY     - Date     Condition        Report By
 BJ5044  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5044  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ5044
 BJ5044                          STATION RECOVERY (2007)
 BJ5044
 BJ5044'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4761  **This station is located in a suspected subsidence area (see below).
 BJ4761  ___________________________________________________________________
 BJ4761  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4761  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4763  **This station is located in a suspected subsidence area (see below).
 BJ4763  ___________________________________________________________________
 BJ4763  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ4763  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4929  **This station is located in a suspected subsidence area (see below).
 BJ4929  ___________________________________________________________________
 BJ4929  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4929  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5047  **This station is located in a suspected subsidence area (see below).
 BJ5047  ___________________________________________________________________
 BJ5047  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5047  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5047+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 BJ5047
 BJ5047  HISTORY     - Date     Condition        Report By
 BJ5047  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5047  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ5047
 BJ5047                          STATION RECOVERY (2007)
 BJ5047
 BJ5047'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5028  **This station is located in a suspected subsidence area (see below).
 BJ5028  ___________________________________________________________________
 BJ5028  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5028  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5034  **This station is located in a suspected subsidence area (see below).
 BJ5034  ___________________________________________________________________
 BJ5034  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ5034  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5026  **This station is located in a suspected subsidence area (see below).
 BJ5026  ___________________________________________________________________
 BJ5026  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ5026  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5020  **This station is located in a suspected subsidence area (see below).
 BJ5020  ___________________________________________________________________
 BJ5020  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BJ5020  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 SUITABLE FOR
 BJ5020+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 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  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ5020
 BJ5020                          STATION RECOVERY (2007)
 BJ5020
 BJ5020'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4937  **This station is located in a suspected subsidence area (see below).
 BJ4937  ___________________________________________________________________
 BJ4937  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ4937  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5051  **This station is located in a suspected subsidence area (see below).
 BJ5051  ___________________________________________________________________
 BJ5051  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5051  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5051+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2007
 BJ5051
 BJ5051  HISTORY     - Date     Condition        Report By
 BJ5051  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5051  HISTORY     - 20071007 GOOD             GEOCAC
 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.
 BJ5051
 BJ5051                          STATION RECOVERY (2007)
 BJ5051
 BJ5051'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5053  **This station is located in a suspected subsidence area (see below).
 BJ5053  ___________________________________________________________________
 BJ5053  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BJ5053  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ5053+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 BJ5053
 BJ5053  HISTORY     - Date     Condition        Report By
 BJ5053  HISTORY     - 1970     FIRST OBSERVED   NGS
 BJ5053  HISTORY     - 20071010 GOOD             GEOCAC
 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.
 BJ5053
 BJ5053                          STATION RECOVERY (2007)
 BJ5053
 BJ5053'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ5053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4766  **This station is located in a suspected subsidence area (see below).
 BJ4766  ___________________________________________________________________
 BJ4766  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ4766  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4926  **This station is located in a suspected subsidence area (see below).
 BJ4926  ___________________________________________________________________
 BJ4926  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ4926  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1377  **This station is located in a suspected subsidence area (see below).
 AT1377  ___________________________________________________________________
 AT1377  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1377  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1377 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1377 ** and geoid heights are valid at the date of observation. These heights
 AT1377 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1376  **This station is located in a suspected subsidence area (see below).
 AT1376  ___________________________________________________________________
 AT1376  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AT1376  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1376 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1376 ** and geoid heights are valid at the date of observation. These heights
 AT1376 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2754  ___________________________________________________________________
 CQ2754  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CQ2754  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2755  ___________________________________________________________________
 CQ2755  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 CQ2755  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2980  **This station is located in a suspected subsidence area (see below).
 AU2980  ___________________________________________________________________
 AU2980  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AU2980  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2980 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2980 ** and geoid heights are valid at the date of observation. These heights
 AU2980 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2822  **This station is located in a suspected subsidence area (see below).
 AU2822  ___________________________________________________________________
 AU2822  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU2822  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2822 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2822 ** and geoid heights are valid at the date of observation. These heights
 AU2822 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1198  **This station is located in a suspected subsidence area (see below).
 AT1198  ___________________________________________________________________
 AT1198  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1198  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1198 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1198 ** and geoid heights are valid at the date of observation. These heights
 AT1198 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 37 29.83504(N)    091 00 08.87846(W)     ADJUSTED  
 AU3245* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3245  **This station is located in a suspected subsidence area (see below).
 AU3245  ___________________________________________________________________
 AU3245  EPOCH DATE  -        2002.00
 AU3245  X           -     -97,080.578 (meters)                     COMP
 AU3245  Y           -  -5,548,056.964 (meters)                     COMP
 AU3245  Z           -   3,134,291.295 (meters)                     COMP
 AU3245  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3245  ELLIP HEIGHT-         -22.058 (meters)          (02/10/07) ADJUSTED
 AU3245  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AU3245
 AU3245  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3245  Type    PID    Designation                      North   East  Ellip
 AU3245  -------------------------------------------------------------------
 AU3245  NETWORK AU3245 BAY WALLACE                       2.57   2.86   4.96
 AU3245  -------------------------------------------------------------------
 AU3245
 AU3245.The horizontal coordinates were established by GPS observations
 AU3245.and adjusted by the National Geodetic Survey in February 2007.
 AU3245
 AU3245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3245.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3245.The horizontal coordinates are valid at the epoch date displayed above.
 AU3245.The epoch date for horizontal control is a decimal equivalence
 AU3245.of Year/Month/Day.
 AU3245
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3245 ** and geoid heights are valid at the date of observation. These heights
 AU3245 ** must always be validated when used as control.
 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 more information.
 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
 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     -   124,741.899 1,032,041.753   MT  0.99994713   +0 09 55.6
 AU3245;SPC LA S     -   409,257.38  3,385,956.98   sFT  0.99994713   +0 09 55.6
 AU3245;UTM  15      - 3,278,895.335   693,397.987   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 (07/18/02)  -22.020  (m)                       GP(       ) 4 2
 AU3245  NAD 83(1992)-  29 37 29.83432(N)    091 00 08.87689(W) AD(       ) 1
 AU3245  ELLIP H (01/21/93)  -22.034  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1325  **This station is located in a suspected subsidence area (see below).
 AT1325  ___________________________________________________________________
 AT1325  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AT1325  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1325 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1325 ** and geoid heights are valid at the date of observation. These heights
 AT1325 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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(2007)-  29 42 03.35671(N)    090 46 23.18297(W)     ADJUSTED  
 AH6173* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6173  **This station is located in a suspected subsidence area (see below).
 AH6173  ___________________________________________________________________
 AH6173  EPOCH DATE  -        2002.00
 AH6173  X           -     -74,814.268 (meters)                     COMP
 AH6173  Y           -  -5,544,232.668 (meters)                     COMP
 AH6173  Z           -   3,141,609.038 (meters)                     COMP
 AH6173  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6173  ELLIP HEIGHT-         -23.055 (meters)          (02/10/07) ADJUSTED
 AH6173  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6173
 AH6173  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6173  Type    PID    Designation                      North   East  Ellip
 AH6173  -------------------------------------------------------------------
 AH6173  NETWORK AH6173 BAYLIS                            1.02   1.04   2.39
 AH6173  -------------------------------------------------------------------
 AH6173
 AH6173.The horizontal coordinates were established by GPS observations
 AH6173.and adjusted by the National Geodetic Survey in February 2007.
 AH6173
 AH6173.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6173.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6173.The horizontal coordinates are valid at the epoch date displayed above.
 AH6173.The epoch date for horizontal control is a decimal equivalence
 AH6173.of Year/Month/Day.
 AH6173
 AH6173.The orthometric height was determined by GPS observations and a
 AH6173.high-resolution geoid model.
 AH6173 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6173 ** and geoid heights are valid at the date of observation. These heights
 AH6173 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,249.626 1,054,212.053   MT  0.99993936   +0 16 48.4
 AH6173;SPC LA S     -   437,169.81  3,458,694.04   sFT  0.99993936   +0 16 48.4
 AH6173;UTM  15      - 3,287,722.132   715,447.623   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 (02/21/02)  -23.036  (m)                       GP(       ) 5 1
 AH6173  NAD 83(1992)-  29 42 03.35658(N)    090 46 23.18216(W) AD(       ) 1
 AH6173  ELLIP H (12/17/98)  -23.006  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3035  **This station is located in a suspected subsidence area (see below).
 BK3035  ___________________________________________________________________
 BK3035  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3035  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3035 ** and geoid heights are valid at the date of observation. These heights
 BK3035 ** must always be validated when used as control.
 BK3035 ** The orthometric height has not been validated since last determined
 BK3035 ** by differential leveling and should not be used for control purposes.
 BK3035 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3035 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3035 ** epoch indicated which incorporates improved geoid heights for the
 BK3035 ** Southern Louisiana Subsidence area.
 BK3035 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1315  **This station is located in a suspected subsidence area (see below).
 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-          -1.730 (meters)          (01/02/04) ADJUSTED
 BK1315  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1315  DYNAMIC HT  -          25.4   (meters)      83.    (feet)  COMP
 BK1315  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BK1315
 BK1315  HORZ ORDER  -  FIRST
 BK1315  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BK1315 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1315 ** and geoid heights are valid at the date of observation. These heights
 BK1315 ** must always be validated when used as control.
 BK1315 ** The orthometric height has not been validated since last determined
 BK1315 ** by differential leveling and should not be used for control purposes.
 BK1315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK1315 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1315 ** epoch indicated which incorporates improved geoid heights for the
 BK1315 ** Southern Louisiana Subsidence area.
 BK1315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1315.The vertical order pertains to the NGVD 29 superseded value.
 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)   -1.698  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2572  **This station is located in a suspected subsidence area (see below).
 AU2572  ___________________________________________________________________
 AU2572  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2572  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2572 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2572 ** and geoid heights are valid at the date of observation. These heights
 AU2572 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3063  **This station is located in a suspected subsidence area (see below).
 AU3063  ___________________________________________________________________
 AU3063  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AU3063  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3063 ** and geoid heights are valid at the date of observation. These heights
 AU3063 ** must always be validated when used as control.
 AU3063 ** The orthometric height has not been validated since last determined
 AU3063 ** by differential leveling and should not be used for control purposes.
 AU3063 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3063 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3063 ** epoch indicated which incorporates improved geoid heights for the
 AU3063 ** Southern Louisiana Subsidence area.
 AU3063 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  29 39 49.43100(N)    090 42 17.97042(W)     ADJUSTED  
 AH6172* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6172  **This station is located in a suspected subsidence area (see below).
 AH6172  ___________________________________________________________________
 AH6172  EPOCH DATE  -        2002.00
 AH6172  X           -     -68,248.223 (meters)                     COMP
 AH6172  Y           -  -5,546,359.393 (meters)                     COMP
 AH6172  Z           -   3,138,026.371 (meters)                     COMP
 AH6172  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6172  ELLIP HEIGHT-         -23.225 (meters)          (02/10/07) ADJUSTED
 AH6172  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6172
 AH6172  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6172  Type    PID    Designation                      North   East  Ellip
 AH6172  -------------------------------------------------------------------
 AH6172  NETWORK AH6172 BAYOU BEND                        1.31   1.43   3.08
 AH6172  -------------------------------------------------------------------
 AH6172
 AH6172.The horizontal coordinates were established by GPS observations
 AH6172.and adjusted by the National Geodetic Survey in February 2007.
 AH6172
 AH6172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6172.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6172.The horizontal coordinates are valid at the epoch date displayed above.
 AH6172.The epoch date for horizontal control is a decimal equivalence
 AH6172.of Year/Month/Day.
 AH6172
 AH6172.The orthometric height was determined by GPS observations and a
 AH6172.high-resolution geoid model.
 AH6172 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6172 ** and geoid heights are valid at the date of observation. These heights
 AH6172 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,160.427 1,060,825.916   MT  0.99994295   +0 18 51.0
 AH6172;SPC LA S     -   423,753.83  3,480,393.03   sFT  0.99994295   +0 18 51.0
 AH6172;UTM  15      - 3,283,727.344   722,121.197   MT  1.00020879   +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   1.00020879  =   1.00021244
 AH6172
 AH6172                          SUPERSEDED SURVEY CONTROL
 AH6172
 AH6172  ELLIP H (02/21/02)  -23.210  (m)                       GP(       ) 5 1
 AH6172  NAD 83(1992)-  29 39 49.43091(N)    090 42 17.96951(W) AD(       ) 1
 AH6172  ELLIP H (12/17/98)  -23.161  (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 = MARCH 13, 2009
 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(2007)-  29 41 01.10121(N)    091 10 27.30254(W)     ADJUSTED  
 AU3246* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3246  **This station is located in a suspected subsidence area (see below).
 AU3246  ___________________________________________________________________
 AU3246  EPOCH DATE  -        2002.00
 AU3246  X           -    -113,648.339 (meters)                     COMP
 AU3246  Y           -  -5,544,521.646 (meters)                     COMP
 AU3246  Z           -   3,139,943.454 (meters)                     COMP
 AU3246  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3246  ELLIP HEIGHT-         -23.821 (meters)          (02/10/07) ADJUSTED
 AU3246  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3246
 AU3246  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3246  Type    PID    Designation                      North   East  Ellip
 AU3246  -------------------------------------------------------------------
 AU3246  NETWORK AU3246 BAYOU BEOUF LOCKS                 3.39   3.14   6.51
 AU3246  -------------------------------------------------------------------
 AU3246
 AU3246.The horizontal coordinates were established by GPS observations
 AU3246.and adjusted by the National Geodetic Survey in February 2007.
 AU3246
 AU3246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3246.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3246.The horizontal coordinates are valid at the epoch date displayed above.
 AU3246.The epoch date for horizontal control is a decimal equivalence
 AU3246.of Year/Month/Day.
 AU3246
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3246 ** and geoid heights are valid at the date of observation. These heights
 AU3246 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,211.003 1,015,396.828   MT  0.99994097   +0 04 46.4
 AU3246;SPC LA S     -   430,481.43  3,331,347.76   sFT  0.99994097   +0 04 46.4
 AU3246;UTM  15      - 3,285,125.012   676,660.479   MT  0.99998508   +0 54 15.7
 AU3246
 AU3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3246!SPC LA S     -   1.00000374  x   0.99994097  =   0.99994471
 AU3246!UTM  15      -   1.00000374  x   0.99998508  =   0.99998882
 AU3246
 AU3246                          SUPERSEDED SURVEY CONTROL
 AU3246
 AU3246  ELLIP H (07/18/02)  -23.894  (m)                       GP(       ) 4 2
 AU3246  NAD 83(1992)-  29 41 01.09916(N)    091 10 27.29829(W) AD(       ) 1
 AU3246  ELLIP H (01/21/93)  -23.812  (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     3  
 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: 15RXN7666085125(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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1137  **This station is located in a suspected subsidence area (see below).
 AT1137  ___________________________________________________________________
 AT1137  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1137  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1142  **This station is located in a suspected subsidence area (see below).
 AT1142  ___________________________________________________________________
 AT1142  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AT1142  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1140  **This station is located in a suspected subsidence area (see below).
 AT1140  ___________________________________________________________________
 AT1140  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AT1140  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1140 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1140 ** and geoid heights are valid at the date of observation. These heights
 AT1140 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1136  **This station is located in a suspected subsidence area (see below).
 AT1136  ___________________________________________________________________
 AT1136  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AT1136  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 22 32.68319(N)    090 54 33.13715(W)     ADJUSTED  
 AU3247* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3247  **This station is located in a suspected subsidence area (see below).
 AU3247  ___________________________________________________________________
 AU3247  EPOCH DATE  -        2002.00
 AU3247  X           -     -88,265.586 (meters)                     COMP
 AU3247  Y           -  -5,561,806.612 (meters)                     COMP
 AU3247  Z           -   3,110,248.367 (meters)                     COMP
 AU3247  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3247  ELLIP HEIGHT-         -24.093 (meters)          (02/10/07) ADJUSTED
 AU3247  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AU3247
 AU3247  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3247  Type    PID    Designation                      North   East  Ellip
 AU3247  -------------------------------------------------------------------
 AU3247  NETWORK AU3247 BAYOU DECADE                      8.70  10.23  39.89
 AU3247  -------------------------------------------------------------------
 AU3247
 AU3247.The horizontal coordinates were established by GPS observations
 AU3247.and adjusted by the National Geodetic Survey in February 2007.
 AU3247
 AU3247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3247.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3247.The horizontal coordinates are valid at the epoch date displayed above.
 AU3247.The epoch date for horizontal control is a decimal equivalence
 AU3247.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3247 ** and geoid heights are valid at the date of observation. These heights
 AU3247 ** must always be validated when used as control.
 AU3247 ** The orthometric height has not been validated since last determined
 AU3247 ** by differential leveling and should not be used for control purposes.
 AU3247 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3247 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3247 ** epoch indicated which incorporates improved geoid heights for the
 AU3247 ** Southern Louisiana Subsidence area.
 AU3247 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    97,149.502 1,041,175.561   MT  0.99998483   +0 12 43.5
 AU3247;SPC LA S     -   318,731.32  3,415,923.49   sFT  0.99998483   +0 12 43.5
 AU3247;UTM  15      - 3,251,432.871   702,925.999   MT  1.00010814   +1 01 33.5
 AU3247
 AU3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3247!SPC LA S     -   1.00000378  x   0.99998483  =   0.99998861
 AU3247!UTM  15      -   1.00000378  x   1.00010814  =   1.00011192
 AU3247
 AU3247                          SUPERSEDED SURVEY CONTROL
 AU3247
 AU3247  ELLIP H (07/18/02)  -23.630  (m)                       GP(       ) 4 2
 AU3247  NAD 83(1992)-  29 22 32.68060(N)    090 54 33.13747(W) AD(       ) 1
 AU3247  ELLIP H (01/21/93)  -23.953  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 19 51.72759(N)    090 51 04.57168(W)     ADJUSTED  
 AU3248* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3248  **This station is located in a suspected subsidence area (see below).
 AU3248  ___________________________________________________________________
 AU3248  EPOCH DATE  -        2002.00
 AU3248  X           -     -82,677.789 (meters)                     COMP
 AU3248  Y           -  -5,564,321.872 (meters)                     COMP
 AU3248  Z           -   3,105,928.840 (meters)                     COMP
 AU3248  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3248  ELLIP HEIGHT-         -24.250 (meters)          (02/10/07) ADJUSTED
 AU3248  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AU3248
 AU3248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3248  Type    PID    Designation                      North   East  Ellip
 AU3248  -------------------------------------------------------------------
 AU3248  NETWORK AU3248 BAYOU DU LARGE                    8.43  10.04  39.65
 AU3248  -------------------------------------------------------------------
 AU3248
 AU3248.The horizontal coordinates were established by GPS observations
 AU3248.and adjusted by the National Geodetic Survey in February 2007.
 AU3248
 AU3248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3248.The horizontal coordinates are valid at the epoch date displayed above.
 AU3248.The epoch date for horizontal control is a decimal equivalence
 AU3248.of Year/Month/Day.
 AU3248
 AU3248.The orthometric height was determined by GPS observations and a
 AU3248.high-resolution geoid model.
 AU3248 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3248 ** and geoid heights are valid at the date of observation. These heights
 AU3248 ** must always be validated when used as control.
 AU3248 ** The orthometric height has not been validated since last determined
 AU3248 ** by differential leveling and should not be used for control purposes.
 AU3248 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3248 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3248 ** epoch indicated which incorporates improved geoid heights for the
 AU3248 ** Southern Louisiana Subsidence area.
 AU3248 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    92,216.123 1,046,820.851   MT  0.99999358   +0 14 27.7
 AU3248;SPC LA S     -   302,545.73  3,434,444.74   sFT  0.99999358   +0 14 27.7
 AU3248;UTM  15      - 3,246,579.433   708,641.476   MT  1.00013718   +1 03 10.6
 AU3248
 AU3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3248!SPC LA S     -   1.00000381  x   0.99999358  =   0.99999739
 AU3248!UTM  15      -   1.00000381  x   1.00013718  =   1.00014099
 AU3248
 AU3248                          SUPERSEDED SURVEY CONTROL
 AU3248
 AU3248  ELLIP H (02/21/02)  -23.781  (m)                       GP(       ) 5 1
 AU3248  NAD 83(1992)-  29 19 51.72500(N)    090 51 04.57202(W) AD(       ) 1
 AU3248  ELLIP H (01/21/93)  -24.115  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1248  **This station is located in a suspected subsidence area (see below).
 AT1248  ___________________________________________________________________
 AT1248  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AT1248  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 31 36.54403(N)    091 05 55.11251(W)     ADJUSTED  
 AU3249* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3249  **This station is located in a suspected subsidence area (see below).
 AU3249  ___________________________________________________________________
 AU3249  EPOCH DATE  -        2002.00
 AU3249  X           -    -106,496.254 (meters)                     COMP
 AU3249  Y           -  -5,553,252.124 (meters)                     COMP
 AU3249  Z           -   3,124,829.515 (meters)                     COMP
 AU3249  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU3249  ELLIP HEIGHT-         -24.538 (meters)          (02/10/07) ADJUSTED
 AU3249  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU3249
 AU3249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3249  Type    PID    Designation                      North   East  Ellip
 AU3249  -------------------------------------------------------------------
 AU3249  NETWORK AU3249 BAYOU PENCHANT BORE HOLE         11.47   8.21   8.00
 AU3249  -------------------------------------------------------------------
 AU3249
 AU3249.The horizontal coordinates were established by GPS observations
 AU3249.and adjusted by the National Geodetic Survey in February 2007.
 AU3249
 AU3249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3249.The horizontal coordinates are valid at the epoch date displayed above.
 AU3249.The epoch date for horizontal control is a decimal equivalence
 AU3249.of Year/Month/Day.
 AU3249
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3249 ** and geoid heights are valid at the date of observation. These heights
 AU3249 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,841.486 1,022,750.181   MT  0.99995974   +0 07 02.5
 AU3249;SPC LA S     -   373,494.94  3,355,472.89   sFT  0.99995974   +0 07 02.5
 AU3249;UTM  15      - 3,267,861.930   684,262.784   MT  1.00001895   +0 56 14.3
 AU3249
 AU3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3249!SPC LA S     -   1.00000385  x   0.99995974  =   0.99996359
 AU3249!UTM  15      -   1.00000385  x   1.00001895  =   1.00002280
 AU3249
 AU3249                          SUPERSEDED SURVEY CONTROL
 AU3249
 AU3249  ELLIP H (07/18/02)  -24.572  (m)                       GP(       ) 4 2
 AU3249  NAD 83(1992)-  29 31 36.54198(N)    091 05 55.10870(W) AD(       ) 1
 AU3249  ELLIP H (01/21/93)  -24.516  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 28 55.23116(N)    090 59 00.97514(W)     ADJUSTED  
 AU3250* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3250  **This station is located in a suspected subsidence area (see below).
 AU3250  ___________________________________________________________________
 AU3250  EPOCH DATE  -        2002.00
 AU3250  X           -     -95,388.254 (meters)                     COMP
 AU3250  Y           -  -5,555,900.854 (meters)                     COMP
 AU3250  Z           -   3,120,507.012 (meters)                     COMP
 AU3250  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3250  ELLIP HEIGHT-         -24.132 (meters)          (02/10/07) ADJUSTED
 AU3250  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU3250
 AU3250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3250  Type    PID    Designation                      North   East  Ellip
 AU3250  -------------------------------------------------------------------
 AU3250  NETWORK AU3250 BAYOU PENCHANT TIDE GAUGE         4.39   4.33   7.68
 AU3250  -------------------------------------------------------------------
 AU3250
 AU3250.The horizontal coordinates were established by GPS observations
 AU3250.and adjusted by the National Geodetic Survey in February 2007.
 AU3250
 AU3250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3250.The horizontal coordinates are valid at the epoch date displayed above.
 AU3250.The epoch date for horizontal control is a decimal equivalence
 AU3250.of Year/Month/Day.
 AU3250
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3250 ** and geoid heights are valid at the date of observation. These heights
 AU3250 ** must always be validated when used as control.
 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 more information.
 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
 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     -   108,903.300 1,033,916.737   MT  0.99996646   +0 10 29.5
 AU3250;SPC LA S     -   357,293.58  3,392,108.49   sFT  0.99996646   +0 10 29.5
 AU3250;UTM  15      - 3,263,083.450   695,499.697   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 (07/18/02)  -24.140  (m)                       GP(       ) 4 2
 AU3250  NAD 83(1992)-  29 28 55.23007(N)    090 59 00.97213(W) AD(       ) 1
 AU3250  ELLIP H (01/21/93)  -24.101  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3445  **This station is located in a suspected subsidence area (see below).
 AU3445  ___________________________________________________________________
 AU3445  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AU3445  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3445 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3445 ** and geoid heights are valid at the date of observation. These heights
 AU3445 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1209  **This station is located in a suspected subsidence area (see below).
 AT1209  ___________________________________________________________________
 AT1209  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AT1209  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 DH3216 ***********************************************************************
 DH3216  HT_MOD      -  This is a 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(2007)-  30 45 55.07995(N)    091 23 07.59669(W)     ADJUSTED  
 DH3216* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3216  **This station is located in a suspected subsidence area (see below).
 DH3216  ___________________________________________________________________
 DH3216  EPOCH DATE  -        2002.00
 DH3216  X           -    -132,625.539 (meters)                     COMP
 DH3216  Y           -  -5,483,733.145 (meters)                     COMP
 DH3216  Z           -   3,243,555.978 (meters)                     COMP
 DH3216  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DH3216  ELLIP HEIGHT-         -12.026 (meters)          (02/10/07) ADJUSTED
 DH3216  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH3216
 DH3216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3216  Type    PID    Designation                      North   East  Ellip
 DH3216  -------------------------------------------------------------------
 DH3216  NETWORK DH3216 BAYOU SARA                        0.76   0.67   1.20
 DH3216  -------------------------------------------------------------------
 DH3216
 DH3216.The horizontal coordinates were established by GPS observations
 DH3216.and adjusted by the National Geodetic Survey in February 2007.
 DH3216
 DH3216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3216.The horizontal coordinates are valid at the epoch date displayed above.
 DH3216.The epoch date for horizontal control is a decimal equivalence
 DH3216.of Year/Month/Day.
 DH3216
 DH3216.The orthometric height was determined by GPS observations and a
 DH3216.high-resolution geoid model.
 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 has not been validated since last determined
 DH3216 ** by differential leveling and should not be used for control purposes.
 DH3216 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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   995,011.035   MT  1.00001454   -0 01 33.8
 DH3216;SPC LA S     -   823,830.66  3,264,465.37   sFT  1.00001454   -0 01 33.8
 DH3216;UTM  15      - 3,404,705.598   654,521.378   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  NAD 83(1992)-  30 45 55.07994(N)    091 23 07.59639(W) AD(       ) B
 DH3216  ELLIP H (05/09/05)  -12.029  (m)                       GP(       ) 4 2
 DH3216
 DH3216.Superseded values are not recommended for survey control.
 DH3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3216.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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(2007)-  30 08 00.86981(N)    091 19 21.19519(W)     NO CHECK  
 BJ5286* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5286  **This station is located in a suspected subsidence area (see below).
 BJ5286  ___________________________________________________________________
 BJ5286  EPOCH DATE  -        2002.00
 BJ5286  X           -    -127,425.280 (meters)                     COMP
 BJ5286  Y           -  -5,519,345.763 (meters)                     COMP
 BJ5286  Z           -   3,183,176.038 (meters)                     COMP
 BJ5286  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ5286  ELLIP HEIGHT-         -24.936 (meters)          (02/10/07) NO CHECK
 BJ5286  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BJ5286
 BJ5286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5286  Type    PID    Designation                      North   East  Ellip
 BJ5286  -------------------------------------------------------------------
 BJ5286  NETWORK BJ5286 BAYOU SORREL LOCKS                9.25  10.31  16.62
 BJ5286  -------------------------------------------------------------------
 BJ5286
 BJ5286.The horizontal coordinates were established by GPS observations
 BJ5286.and adjusted by the National Geodetic Survey in February 2007.
 BJ5286
 BJ5286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5286.No horizontal observational check was made to the station.
 BJ5286.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5286.The epoch date for horizontal control is a decimal equivalence
 BJ5286.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5286 ** and geoid heights are valid at the date of observation. These heights
 BJ5286 ** must always be validated when used as control.
 BJ5286 ** The orthometric height has not been validated since last determined
 BJ5286 ** by differential leveling and should not be used for control purposes.
 BJ5286 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5286 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5286 ** epoch indicated which incorporates improved geoid heights for the
 BJ5286 ** Southern Louisiana Subsidence area.
 BJ5286 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   181,072.635 1,001,038.567   MT  0.99992842   +0 00 19.4
 BJ5286;SPC LA S     -   594,069.14  3,284,240.70   sFT  0.99992842   +0 00 19.4
 BJ5286;UTM  15      - 3,334,774.319   661,580.191   MT  0.99992211   +0 50 32.2
 BJ5286
 BJ5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5286!SPC LA S     -   1.00000392  x   0.99992842  =   0.99993234
 BJ5286!UTM  15      -   1.00000392  x   0.99992211  =   0.99992603
 BJ5286
 BJ5286                          SUPERSEDED SURVEY CONTROL
 BJ5286
 BJ5286  ELLIP H (07/18/02)  -25.001  (m)                       GP(       ) 4 2
 BJ5286  NAD 83(1992)-  30 08 00.86768(N)    091 19 21.19278(W) AD(       ) 1
 BJ5286  ELLIP H (01/21/93)  -24.943  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1237  **This station is located in a suspected subsidence area (see below).
 AT1237  ___________________________________________________________________
 AT1237  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AT1237  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1238  **This station is located in a suspected subsidence area (see below).
 AT1238  ___________________________________________________________________
 AT1238  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1238  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3047  **This station is located in a suspected subsidence area (see below).
 AU3047  ___________________________________________________________________
 AU3047  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU3047  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3047 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3047 ** and geoid heights are valid at the date of observation. These heights
 AU3047 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4388  **This station is located in a suspected subsidence area (see below).
 BJ4388  ___________________________________________________________________
 BJ4388  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4388  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4388 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4388 ** and geoid heights are valid at the date of observation. These heights
 BJ4388 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4649  **This station is located in a suspected subsidence area (see below).
 BJ4649  ___________________________________________________________________
 BJ4649  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ4649  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4649 ** and geoid heights are valid at the date of observation. These heights
 BJ4649 ** must always be validated when used as control.
 BJ4649 ** The orthometric height has not been validated since last determined
 BJ4649 ** by differential leveling and should not be used for control purposes.
 BJ4649 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4649 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4649 ** epoch indicated which incorporates improved geoid heights for the
 BJ4649 ** Southern Louisiana Subsidence area.
 BJ4649 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 36 27.88044(N)    090 51 37.20171(W)     ADJUSTED  
 AH6205* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6205  **This station is located in a suspected subsidence area (see below).
 AH6205  ___________________________________________________________________
 AH6205  EPOCH DATE  -        2002.00
 AH6205  X           -     -83,331.491 (meters)                     COMP
 AH6205  Y           -  -5,549,222.668 (meters)                     COMP
 AH6205  Z           -   3,132,632.528 (meters)                     COMP
 AH6205  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6205  ELLIP HEIGHT-         -22.825 (meters)          (02/10/07) ADJUSTED
 AH6205  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6205
 AH6205  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6205  Type    PID    Designation                      North   East  Ellip
 AH6205  -------------------------------------------------------------------
 AH6205  NETWORK AH6205 BB 1                              1.53   1.23   3.31
 AH6205  -------------------------------------------------------------------
 AH6205
 AH6205.The horizontal coordinates were established by GPS observations
 AH6205.and adjusted by the National Geodetic Survey in February 2007.
 AH6205
 AH6205.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6205.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6205.The horizontal coordinates are valid at the epoch date displayed above.
 AH6205.The epoch date for horizontal control is a decimal equivalence
 AH6205.of Year/Month/Day.
 AH6205
 AH6205.The orthometric height was determined by GPS observations and a
 AH6205.high-resolution geoid model.
 AH6205 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6205 ** and geoid heights are valid at the date of observation. These heights
 AH6205 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,882.677 1,045,813.916   MT  0.99994913   +0 14 11.4
 AH6205;SPC LA S     -   403,157.58  3,431,141.16   sFT  0.99994913   +0 14 11.4
 AH6205;UTM  15      - 3,277,233.553   707,197.425   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  =   1.00013333
 AH6205
 AH6205                          SUPERSEDED SURVEY CONTROL
 AH6205
 AH6205  ELLIP H (02/21/02)  -22.806  (m)                       GP(       ) 5 1
 AH6205  NAD 83(1992)-  29 36 27.88056(N)    090 51 37.20080(W) AD(       ) 1
 AH6205  ELLIP H (12/17/98)  -22.782  (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 = MARCH 13, 2009
 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(2007)-  29 36 23.92834(N)    090 52 00.58397(W)     ADJUSTED  
 AH6193* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6193  **This station is located in a suspected subsidence area (see below).
 AH6193  ___________________________________________________________________
 AH6193  EPOCH DATE  -        2002.00
 AH6193  X           -     -83,961.452 (meters)                     COMP
 AH6193  Y           -  -5,549,272.658 (meters)                     COMP
 AH6193  Z           -   3,132,526.366 (meters)                     COMP
 AH6193  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6193  ELLIP HEIGHT-         -23.561 (meters)          (02/10/07) ADJUSTED
 AH6193  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6193
 AH6193  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6193  Type    PID    Designation                      North   East  Ellip
 AH6193  -------------------------------------------------------------------
 AH6193  NETWORK AH6193 BB 1 AZ MK                        2.67   1.29   4.98
 AH6193  -------------------------------------------------------------------
 AH6193
 AH6193.The horizontal coordinates were established by GPS observations
 AH6193.and adjusted by the National Geodetic Survey in February 2007.
 AH6193
 AH6193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6193.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6193.The horizontal coordinates are valid at the epoch date displayed above.
 AH6193.The epoch date for horizontal control is a decimal equivalence
 AH6193.of Year/Month/Day.
 AH6193
 AH6193.The orthometric height was determined by GPS observations and a
 AH6193.high-resolution geoid model.
 AH6193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6193 ** and geoid heights are valid at the date of observation. These heights
 AH6193 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,758.418 1,045,185.313   MT  0.99994926   +0 13 59.7
 AH6193;SPC LA S     -   402,749.91  3,429,078.81   sFT  0.99994926   +0 13 59.7
 AH6193;UTM  15      - 3,277,100.276   706,570.555   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 (02/21/02)  -23.541  (m)                       GP(       ) 5 1
 AH6193  NAD 83(1992)-  29 36 23.92844(N)    090 52 00.58306(W) AD(       ) 1
 AH6193  ELLIP H (12/17/98)  -23.521  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 36 29.93657(N)    090 53 21.86244(W)     ADJUSTED  
 AH6520* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6520  **This station is located in a suspected subsidence area (see below).
 AH6520  ___________________________________________________________________
 AH6520  EPOCH DATE  -        2002.00
 AH6520  X           -     -86,146.712 (meters)                     COMP
 AH6520  Y           -  -5,549,147.701 (meters)                     COMP
 AH6520  Z           -   3,132,687.176 (meters)                     COMP
 AH6520  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6520  ELLIP HEIGHT-         -23.623 (meters)          (02/10/07) ADJUSTED
 AH6520  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6520
 AH6520  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6520  Type    PID    Designation                      North   East  Ellip
 AH6520  -------------------------------------------------------------------
 AH6520  NETWORK AH6520 BB 2                              2.18   1.49   4.70
 AH6520  -------------------------------------------------------------------
 AH6520
 AH6520.The horizontal coordinates were established by GPS observations
 AH6520.and adjusted by the National Geodetic Survey in February 2007.
 AH6520
 AH6520.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6520.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6520.The horizontal coordinates are valid at the epoch date displayed above.
 AH6520.The epoch date for horizontal control is a decimal equivalence
 AH6520.of Year/Month/Day.
 AH6520
 AH6520.The orthometric height was determined by GPS observations and a
 AH6520.high-resolution geoid model.
 AH6520 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6520 ** and geoid heights are valid at the date of observation. These heights
 AH6520 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,934.717 1,042,997.780   MT  0.99994906   +0 13 19.1
 AH6520;SPC LA S     -   403,328.32  3,421,901.88   sFT  0.99994906   +0 13 19.1
 AH6520;UTM  15      - 3,277,245.233   704,380.344   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 (02/21/02)  -23.601  (m)                       GP(       ) 5 1
 AH6520  NAD 83(1992)-  29 36 29.93688(N)    090 53 21.86160(W) AD(       ) 1
 AH6520  ELLIP H (12/17/98)  -23.605  (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 = MARCH 13, 2009
 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(2007)-  29 36 24.69513(N)    090 52 58.90207(W)     ADJUSTED  
 AH6206* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6206  **This station is located in a suspected subsidence area (see below).
 AH6206  ___________________________________________________________________
 AH6206  EPOCH DATE  -        2002.00
 AH6206  X           -     -85,530.235 (meters)                     COMP
 AH6206  Y           -  -5,549,236.893 (meters)                     COMP
 AH6206  Z           -   3,132,546.812 (meters)                     COMP
 AH6206  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6206  ELLIP HEIGHT-         -23.724 (meters)          (02/10/07) ADJUSTED
 AH6206  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6206
 AH6206  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6206  Type    PID    Designation                      North   East  Ellip
 AH6206  -------------------------------------------------------------------
 AH6206  NETWORK AH6206 BB 2 AZ MK                        2.10   1.37   4.21
 AH6206  -------------------------------------------------------------------
 AH6206
 AH6206.The horizontal coordinates were established by GPS observations
 AH6206.and adjusted by the National Geodetic Survey in February 2007.
 AH6206
 AH6206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6206.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6206.The horizontal coordinates are valid at the epoch date displayed above.
 AH6206.The epoch date for horizontal control is a decimal equivalence
 AH6206.of Year/Month/Day.
 AH6206
 AH6206.The orthometric height was determined by GPS observations and a
 AH6206.high-resolution geoid model.
 AH6206 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6206 ** and geoid heights are valid at the date of observation. These heights
 AH6206 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,775.750 1,043,616.158   MT  0.99994923   +0 13 30.6
 AH6206;SPC LA S     -   402,806.77  3,423,930.68   sFT  0.99994923   +0 13 30.6
 AH6206;UTM  15      - 3,277,095.120   705,001.041   MT  1.00011856   +1 02 46.5
 AH6206
 AH6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6206!SPC LA S     -   1.00000373  x   0.99994923  =   0.99995296
 AH6206!UTM  15      -   1.00000373  x   1.00011856  =   1.00012229
 AH6206
 AH6206                          SUPERSEDED SURVEY CONTROL
 AH6206
 AH6206  ELLIP H (02/21/02)  -23.701  (m)                       GP(       ) 5 1
 AH6206  NAD 83(1992)-  29 36 24.69533(N)    090 52 58.90115(W) AD(       ) 1
 AH6206  ELLIP H (12/17/98)  -23.691  (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 = MARCH 13, 2009
 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(2007)-  29 39 52.70296(N)    091 02 43.86964(W)     ADJUSTED  
 AH6167* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6167  **This station is located in a suspected subsidence area (see below).
 AH6167  ___________________________________________________________________
 AH6167  EPOCH DATE  -        2002.00
 AH6167  X           -    -101,209.737 (meters)                     COMP
 AH6167  Y           -  -5,545,805.682 (meters)                     COMP
 AH6167  Z           -   3,138,113.753 (meters)                     COMP
 AH6167  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AH6167  ELLIP HEIGHT-         -23.550 (meters)          (02/10/07) ADJUSTED
 AH6167  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6167
 AH6167  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6167  Type    PID    Designation                      North   East  Ellip
 AH6167  -------------------------------------------------------------------
 AH6167  NETWORK AH6167 BB 4                              1.65   1.47   3.55
 AH6167  -------------------------------------------------------------------
 AH6167
 AH6167.The horizontal coordinates were established by GPS observations
 AH6167.and adjusted by the National Geodetic Survey in February 2007.
 AH6167
 AH6167.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6167.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6167.The horizontal coordinates are valid at the epoch date displayed above.
 AH6167.The epoch date for horizontal control is a decimal equivalence
 AH6167.of Year/Month/Day.
 AH6167
 AH6167.The orthometric height was determined by GPS observations and a
 AH6167.high-resolution geoid model.
 AH6167 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6167 ** and geoid heights are valid at the date of observation. These heights
 AH6167 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,129.389 1,027,861.375   MT  0.99994285   +0 08 38.1
 AH6167;SPC LA S     -   423,652.00  3,372,241.86   sFT  0.99994285   +0 08 38.1
 AH6167;UTM  15      - 3,283,222.788   689,154.569   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 (02/21/02)  -23.529  (m)                       GP(       ) 5 1
 AH6167  NAD 83(1992)-  29 39 52.70250(N)    091 02 43.86848(W) AD(       ) 1
 AH6167  ELLIP H (12/17/98)  -23.524  (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 = MARCH 13, 2009
 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(2007)-  29 39 55.05240(N)    091 02 21.91489(W)     ADJUSTED  
 AH6531* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6531  **This station is located in a suspected subsidence area (see below).
 AH6531  ___________________________________________________________________
 AH6531  EPOCH DATE  -        2002.00
 AH6531  X           -    -100,618.777 (meters)                     COMP
 AH6531  Y           -  -5,545,779.731 (meters)                     COMP
 AH6531  Z           -   3,138,176.102 (meters)                     COMP
 AH6531  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AH6531  ELLIP HEIGHT-         -24.580 (meters)          (02/10/07) ADJUSTED
 AH6531  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6531
 AH6531  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6531  Type    PID    Designation                      North   East  Ellip
 AH6531  -------------------------------------------------------------------
 AH6531  NETWORK AH6531 BB 4 AZ MK                        1.55   1.53   3.35
 AH6531  -------------------------------------------------------------------
 AH6531
 AH6531.The horizontal coordinates were established by GPS observations
 AH6531.and adjusted by the National Geodetic Survey in February 2007.
 AH6531
 AH6531.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6531.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6531.The horizontal coordinates are valid at the epoch date displayed above.
 AH6531.The epoch date for horizontal control is a decimal equivalence
 AH6531.of Year/Month/Day.
 AH6531
 AH6531.The orthometric height was determined by GPS observations and a
 AH6531.high-resolution geoid model.
 AH6531 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6531 ** and geoid heights are valid at the date of observation. These heights
 AH6531 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,203.224 1,028,451.548   MT  0.99994279   +0 08 49.1
 AH6531;SPC LA S     -   423,894.24  3,374,178.12   sFT  0.99994279   +0 08 49.1
 AH6531;UTM  15      - 3,283,305.108   689,743.678   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 (02/21/02)  -24.561  (m)                       GP(       ) 5 1
 AH6531  NAD 83(1992)-  29 39 55.05167(N)    091 02 21.91355(W) AD(       ) 1
 AH6531  ELLIP H (12/17/98)  -24.564  (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 = MARCH 13, 2009
 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(2007)-  29 34 28.69399(N)    090 43 35.22382(W)     ADJUSTED  
 AH6213* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6213  **This station is located in a suspected subsidence area (see below).
 AH6213  ___________________________________________________________________
 AH6213  EPOCH DATE  -        2002.00
 AH6213  X           -     -70,387.417 (meters)                     COMP
 AH6213  Y           -  -5,551,214.728 (meters)                     COMP
 AH6213  Z           -   3,129,441.648 (meters)                     COMP
 AH6213  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6213  ELLIP HEIGHT-         -22.292 (meters)          (02/10/07) ADJUSTED
 AH6213  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6213
 AH6213  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6213  Type    PID    Designation                      North   East  Ellip
 AH6213  -------------------------------------------------------------------
 AH6213  NETWORK AH6213 BBLAB 01                          1.20   1.16   2.70
 AH6213  -------------------------------------------------------------------
 AH6213
 AH6213.The horizontal coordinates were established by GPS observations
 AH6213.and adjusted by the National Geodetic Survey in February 2007.
 AH6213
 AH6213.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6213.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6213.The horizontal coordinates are valid at the epoch date displayed above.
 AH6213.The epoch date for horizontal control is a decimal equivalence
 AH6213.of Year/Month/Day.
 AH6213
 AH6213.The orthometric height was determined by GPS observations and a
 AH6213.high-resolution geoid model.
 AH6213 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6213 ** and geoid heights are valid at the date of observation. These heights
 AH6213 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,274.208 1,058,800.894   MT  0.99995323   +0 18 12.4
 AH6213;SPC LA S     -   391,318.80  3,473,749.27   sFT  0.99995323   +0 18 12.4
 AH6213;UTM  15      - 3,273,810.602   720,237.491   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 (02/21/02)  -22.270  (m)                       GP(       ) 5 1
 AH6213  NAD 83(1992)-  29 34 28.69424(N)    090 43 35.22292(W) AD(       ) 1
 AH6213  ELLIP H (12/17/98)  -22.224  (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: 15RYN2023773811(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 = MARCH 13, 2009
 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(2007)-  29 34 37.48920(N)    090 44 08.71898(W)     ADJUSTED  
 AH6215* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6215  **This station is located in a suspected subsidence area (see below).
 AH6215  ___________________________________________________________________
 AH6215  EPOCH DATE  -        2002.00
 AH6215  X           -     -71,287.156 (meters)                     COMP
 AH6215  Y           -  -5,551,069.542 (meters)                     COMP
 AH6215  Z           -   3,129,677.153 (meters)                     COMP
 AH6215  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6215  ELLIP HEIGHT-         -22.327 (meters)          (02/10/07) ADJUSTED
 AH6215  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6215
 AH6215  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6215  Type    PID    Designation                      North   East  Ellip
 AH6215  -------------------------------------------------------------------
 AH6215  NETWORK AH6215 BBLAB 02                          1.31   1.20   2.67
 AH6215  -------------------------------------------------------------------
 AH6215
 AH6215.The horizontal coordinates were established by GPS observations
 AH6215.and adjusted by the National Geodetic Survey in February 2007.
 AH6215
 AH6215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6215.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6215.The horizontal coordinates are valid at the epoch date displayed above.
 AH6215.The epoch date for horizontal control is a decimal equivalence
 AH6215.of Year/Month/Day.
 AH6215
 AH6215.The orthometric height was determined by GPS observations and a
 AH6215.high-resolution geoid model.
 AH6215 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6215 ** and geoid heights are valid at the date of observation. These heights
 AH6215 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,540.262 1,057,898.004   MT  0.99995292   +0 17 55.7
 AH6215;SPC LA S     -   392,191.68  3,470,787.03   sFT  0.99995292   +0 17 55.7
 AH6215;UTM  15      - 3,274,063.781   719,330.669   MT  1.00019360   +1 07 05.0
 AH6215
 AH6215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6215!SPC LA S     -   1.00000351  x   0.99995292  =   0.99995643
 AH6215!UTM  15      -   1.00000351  x   1.00019360  =   1.00019711
 AH6215
 AH6215                          SUPERSEDED SURVEY CONTROL
 AH6215
 AH6215  ELLIP H (02/21/02)  -22.305  (m)                       GP(       ) 5 1
 AH6215  NAD 83(1992)-  29 34 37.48942(N)    090 44 08.71808(W) AD(       ) 1
 AH6215  ELLIP H (12/17/98)  -22.263  (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 = MARCH 13, 2009
 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(2007)-  29 34 25.73208(N)    090 45 14.38651(W)     ADJUSTED  
 AH6216* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6216  **This station is located in a suspected subsidence area (see below).
 AH6216  ___________________________________________________________________
 AH6216  EPOCH DATE  -        2002.00
 AH6216  X           -     -73,056.771 (meters)                     COMP
 AH6216  Y           -  -5,551,225.190 (meters)                     COMP
 AH6216  Z           -   3,129,362.295 (meters)                     COMP
 AH6216  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6216  ELLIP HEIGHT-         -22.366 (meters)          (02/10/07) ADJUSTED
 AH6216  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6216
 AH6216  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6216  Type    PID    Designation                      North   East  Ellip
 AH6216  -------------------------------------------------------------------
 AH6216  NETWORK AH6216 BBLAB 03                          1.82   1.57   3.67
 AH6216  -------------------------------------------------------------------
 AH6216
 AH6216.The horizontal coordinates were established by GPS observations
 AH6216.and adjusted by the National Geodetic Survey in February 2007.
 AH6216
 AH6216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6216.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6216.The horizontal coordinates are valid at the epoch date displayed above.
 AH6216.The epoch date for horizontal control is a decimal equivalence
 AH6216.of Year/Month/Day.
 AH6216
 AH6216.The orthometric height was determined by GPS observations and a
 AH6216.high-resolution geoid model.
 AH6216 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6216 ** and geoid heights are valid at the date of observation. These heights
 AH6216 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,169.202 1,056,132.521   MT  0.99995334   +0 17 22.8
 AH6216;SPC LA S     -   390,974.29  3,464,994.78   sFT  0.99995334   +0 17 22.8
 AH6216;UTM  15      - 3,273,667.421   717,570.258   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 (02/21/02)  -22.345  (m)                       GP(       ) 5 1
 AH6216  NAD 83(1992)-  29 34 25.73230(N)    090 45 14.38562(W) AD(       ) 1
 AH6216  ELLIP H (12/17/98)  -22.301  (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 = MARCH 13, 2009
 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(2007)-  29 34 40.33046(N)    090 48 44.67674(W)     ADJUSTED  
 AH6536* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6536  **This station is located in a suspected subsidence area (see below).
 AH6536  ___________________________________________________________________
 AH6536  EPOCH DATE  -        2002.00
 AH6536  X           -     -78,713.137 (meters)                     COMP
 AH6536  Y           -  -5,550,925.236 (meters)                     COMP
 AH6536  Z           -   3,129,752.789 (meters)                     COMP
 AH6536  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6536  ELLIP HEIGHT-         -23.232 (meters)          (02/10/07) ADJUSTED
 AH6536  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6536
 AH6536  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6536  Type    PID    Designation                      North   East  Ellip
 AH6536  -------------------------------------------------------------------
 AH6536  NETWORK AH6536 BBLAB 04                          1.10   1.06   2.53
 AH6536  -------------------------------------------------------------------
 AH6536
 AH6536.The horizontal coordinates were established by GPS observations
 AH6536.and adjusted by the National Geodetic Survey in February 2007.
 AH6536
 AH6536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6536.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6536.The horizontal coordinates are valid at the epoch date displayed above.
 AH6536.The epoch date for horizontal control is a decimal equivalence
 AH6536.of Year/Month/Day.
 AH6536
 AH6536.The orthometric height was determined by GPS observations and a
 AH6536.high-resolution geoid model.
 AH6536 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6536 ** and geoid heights are valid at the date of observation. These heights
 AH6536 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,591.493 1,050,470.736   MT  0.99995282   +0 15 37.7
 AH6536;SPC LA S     -   392,359.76  3,446,419.41   sFT  0.99995282   +0 15 37.7
 AH6536;UTM  15      - 3,274,008.765   711,901.788   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 (02/21/02)  -23.218  (m)                       GP(       ) 5 1
 AH6536  NAD 83(1992)-  29 34 40.33072(N)    090 48 44.67595(W) AD(       ) 1
 AH6536  ELLIP H (12/17/98)  -23.183  (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 = MARCH 13, 2009
 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(2007)-  29 36 54.29284(N)    090 53 46.88054(W)     ADJUSTED  
 AH6521* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6521  **This station is located in a suspected subsidence area (see below).
 AH6521  ___________________________________________________________________
 AH6521  EPOCH DATE  -        2002.00
 AH6521  X           -     -86,813.968 (meters)                     COMP
 AH6521  Y           -  -5,548,766.129 (meters)                     COMP
 AH6521  Z           -   3,133,338.846 (meters)                     COMP
 AH6521  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6521  ELLIP HEIGHT-         -24.277 (meters)          (02/10/07) ADJUSTED
 AH6521  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6521
 AH6521  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6521  Type    PID    Designation                      North   East  Ellip
 AH6521  -------------------------------------------------------------------
 AH6521  NETWORK AH6521 BBLAB 05                          1.41   1.27   2.90
 AH6521  -------------------------------------------------------------------
 AH6521
 AH6521.The horizontal coordinates were established by GPS observations
 AH6521.and adjusted by the National Geodetic Survey in February 2007.
 AH6521
 AH6521.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6521.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6521.The horizontal coordinates are valid at the epoch date displayed above.
 AH6521.The epoch date for horizontal control is a decimal equivalence
 AH6521.of Year/Month/Day.
 AH6521
 AH6521.The orthometric height was determined by GPS observations and a
 AH6521.high-resolution geoid model.
 AH6521 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6521 ** and geoid heights are valid at the date of observation. These heights
 AH6521 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,682.028 1,042,321.813   MT  0.99994826   +0 13 06.6
 AH6521;SPC LA S     -   405,780.12  3,419,684.15   sFT  0.99994826   +0 13 06.6
 AH6521;UTM  15      - 3,277,982.900   703,693.622   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 (02/21/02)  -24.256  (m)                       GP(       ) 5 1
 AH6521  NAD 83(1992)-  29 36 54.29318(N)    090 53 46.87975(W) AD(       ) 1
 AH6521  ELLIP H (12/17/98)  -24.270  (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 = MARCH 13, 2009
 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(2007)-  29 39 45.39170(N)    090 58 33.47043(W)     ADJUSTED  
 AH6532* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6532  **This station is located in a suspected subsidence area (see below).
 AH6532  ___________________________________________________________________
 AH6532  EPOCH DATE  -        2002.00
 AH6532  X           -     -94,479.107 (meters)                     COMP
 AH6532  Y           -  -5,546,034.974 (meters)                     COMP
 AH6532  Z           -   3,137,917.633 (meters)                     COMP
 AH6532  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AH6532  ELLIP HEIGHT-         -24.568 (meters)          (02/10/07) ADJUSTED
 AH6532  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6532
 AH6532  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6532  Type    PID    Designation                      North   East  Ellip
 AH6532  -------------------------------------------------------------------
 AH6532  NETWORK AH6532 BBLAB 06                          1.35   1.22   2.90
 AH6532  -------------------------------------------------------------------
 AH6532
 AH6532.The horizontal coordinates were established by GPS observations
 AH6532.and adjusted by the National Geodetic Survey in February 2007.
 AH6532
 AH6532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6532.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6532.The horizontal coordinates are valid at the epoch date displayed above.
 AH6532.The epoch date for horizontal control is a decimal equivalence
 AH6532.of Year/Month/Day.
 AH6532
 AH6532.The orthometric height was determined by GPS observations and a
 AH6532.high-resolution geoid model.
 AH6532 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6532 ** and geoid heights are valid at the date of observation. These heights
 AH6532 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,923.239 1,034,595.251   MT  0.99994306   +0 10 43.3
 AH6532;SPC LA S     -   422,975.66  3,394,334.59   sFT  0.99994306   +0 10 43.3
 AH6532;UTM  15      - 3,283,113.429   695,891.483   MT  1.00007349   +1 00 07.2
 AH6532
 AH6532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6532!SPC LA S     -   1.00000386  x   0.99994306  =   0.99994692
 AH6532!UTM  15      -   1.00000386  x   1.00007349  =   1.00007735
 AH6532
 AH6532                          SUPERSEDED SURVEY CONTROL
 AH6532
 AH6532  ELLIP H (02/21/02)  -24.544  (m)                       GP(       ) 5 1
 AH6532  NAD 83(1992)-  29 39 45.39181(N)    090 58 33.46949(W) AD(       ) 1
 AH6532  ELLIP H (12/17/98)  -24.548  (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: 15RXN9589183113(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 = MARCH 13, 2009
 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(2007)-  29 34 19.58667(N)    090 35 58.81564(W)     ADJUSTED  
 AH6385* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6385  **This station is located in a suspected subsidence area (see below).
 AH6385  ___________________________________________________________________
 AH6385  EPOCH DATE  -        2002.00
 AH6385  X           -     -58,105.352 (meters)                     COMP
 AH6385  Y           -  -5,551,493.720 (meters)                     COMP
 AH6385  Z           -   3,129,196.881 (meters)                     COMP
 AH6385  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6385  ELLIP HEIGHT-         -24.080 (meters)          (02/10/07) ADJUSTED
 AH6385  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6385
 AH6385  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6385  Type    PID    Designation                      North   East  Ellip
 AH6385  -------------------------------------------------------------------
 AH6385  NETWORK AH6385 BBLUB 01                          1.37   1.45   3.08
 AH6385  -------------------------------------------------------------------
 AH6385
 AH6385.The horizontal coordinates were established by GPS observations
 AH6385.and adjusted by the National Geodetic Survey in February 2007.
 AH6385
 AH6385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6385.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6385.The horizontal coordinates are valid at the epoch date displayed above.
 AH6385.The epoch date for horizontal control is a decimal equivalence
 AH6385.of Year/Month/Day.
 AH6385
 AH6385.The orthometric height was determined by GPS observations and a
 AH6385.high-resolution geoid model.
 AH6385 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6385 ** and geoid heights are valid at the date of observation. These heights
 AH6385 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,065.662 1,071,086.270   MT  0.99995356   +0 22 00.6
 AH6385;SPC LA S     -   390,634.59  3,514,055.54   sFT  0.99995356   +0 22 00.6
 AH6385;UTM  15      - 3,273,777.610   732,528.023   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 (02/21/02)  -24.058  (m)                       GP(       ) 5 1
 AH6385  NAD 83(1992)-  29 34 19.58704(N)    090 35 58.81470(W) AD(       ) 1
 AH6385  ELLIP H (12/17/98)  -24.003  (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 = MARCH 13, 2009
 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(2007)-  29 34 38.32118(N)    090 36 13.66062(W)     ADJUSTED  
 AH6391* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6391  **This station is located in a suspected subsidence area (see below).
 AH6391  ___________________________________________________________________
 AH6391  EPOCH DATE  -        2002.00
 AH6391  X           -     -58,501.901 (meters)                     COMP
 AH6391  Y           -  -5,551,205.367 (meters)                     COMP
 AH6391  Z           -   3,129,698.868 (meters)                     COMP
 AH6391  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6391  ELLIP HEIGHT-         -23.469 (meters)          (02/10/07) ADJUSTED
 AH6391  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6391
 AH6391  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6391  Type    PID    Designation                      North   East  Ellip
 AH6391  -------------------------------------------------------------------
 AH6391  NETWORK AH6391 BBLUB 02                          1.45   1.57   3.21
 AH6391  -------------------------------------------------------------------
 AH6391
 AH6391.The horizontal coordinates were established by GPS observations
 AH6391.and adjusted by the National Geodetic Survey in February 2007.
 AH6391
 AH6391.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6391.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6391.The horizontal coordinates are valid at the epoch date displayed above.
 AH6391.The epoch date for horizontal control is a decimal equivalence
 AH6391.of Year/Month/Day.
 AH6391
 AH6391.The orthometric height was determined by GPS observations and a
 AH6391.high-resolution geoid model.
 AH6391 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6391 ** and geoid heights are valid at the date of observation. These heights
 AH6391 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,639.914 1,070,683.057   MT  0.99995289   +0 21 53.2
 AH6391;SPC LA S     -   392,518.62  3,512,732.66   sFT  0.99995289   +0 21 53.2
 AH6391;UTM  15      - 3,274,346.223   732,116.520   MT  1.00026484   +1 10 59.8
 AH6391
 AH6391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6391!SPC LA S     -   1.00000369  x   0.99995289  =   0.99995658
 AH6391!UTM  15      -   1.00000369  x   1.00026484  =   1.00026853
 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 (02/21/02)  -23.447  (m)                       GP(       ) 5 1
 AH6391  NAD 83(1992)-  29 34 38.32152(N)    090 36 13.65966(W) AD(       ) 1
 AH6391  ELLIP H (12/17/98)  -23.392  (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 = MARCH 13, 2009
 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(2007)-  29 35 00.48829(N)    090 36 39.34446(W)     ADJUSTED  
 AH6393* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6393  **This station is located in a suspected subsidence area (see below).
 AH6393  ___________________________________________________________________
 AH6393  EPOCH DATE  -        2002.00
 AH6393  X           -     -59,189.536 (meters)                     COMP
 AH6393  Y           -  -5,550,861.068 (meters)                     COMP
 AH6393  Z           -   3,130,292.405 (meters)                     COMP
 AH6393  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AH6393  ELLIP HEIGHT-         -23.541 (meters)          (02/10/07) ADJUSTED
 AH6393  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AH6393
 AH6393  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6393  Type    PID    Designation                      North   East  Ellip
 AH6393  -------------------------------------------------------------------
 AH6393  NETWORK AH6393 BBLUB 03                          1.35   1.29   2.90
 AH6393  -------------------------------------------------------------------
 AH6393
 AH6393.The horizontal coordinates were established by GPS observations
 AH6393.and adjusted by the National Geodetic Survey in February 2007.
 AH6393
 AH6393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6393.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6393.The horizontal coordinates are valid at the epoch date displayed above.
 AH6393.The epoch date for horizontal control is a decimal equivalence
 AH6393.of Year/Month/Day.
 AH6393
 AH6393.The orthometric height was determined by GPS observations and a
 AH6393.high-resolution geoid model.
 AH6393 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6393 ** and geoid heights are valid at the date of observation. These heights
 AH6393 ** must always be validated when used as control.
 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 more information.
 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
 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     -   120,318.023 1,069,987.530   MT  0.99995210   +0 21 40.4
 AH6393;SPC LA S     -   394,743.38  3,510,450.75   sFT  0.99995210   +0 21 40.4
 AH6393;UTM  15      - 3,275,014.532   731,411.157   MT  1.00026080   +1 10 48.0
 AH6393
 AH6393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6393!SPC LA S     -   1.00000370  x   0.99995210  =   0.99995580
 AH6393!UTM  15      -   1.00000370  x   1.00026080  =   1.00026450
 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 3210428.6 |
 AH6393|---------------------------------------------------------------------|
 AH6393
 AH6393                          SUPERSEDED SURVEY CONTROL
 AH6393
 AH6393  ELLIP H (02/21/02)  -23.517  (m)                       GP(       ) 5 1
 AH6393  NAD 83(1992)-  29 35 00.48861(N)    090 36 39.34349(W) AD(       ) 1
 AH6393  ELLIP H (12/17/98)  -23.463  (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 = MARCH 13, 2009
 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(2007)-  29 35 17.97615(N)    090 36 55.50407(W)     ADJUSTED  
 AH6398* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6398  **This station is located in a suspected subsidence area (see below).
 AH6398  ___________________________________________________________________
 AH6398  EPOCH DATE  -        2002.00
 AH6398  X           -     -59,621.558 (meters)                     COMP
 AH6398  Y           -  -5,550,590.682 (meters)                     COMP
 AH6398  Z           -   3,130,760.714 (meters)                     COMP
 AH6398  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AH6398  ELLIP HEIGHT-         -23.422 (meters)          (02/10/07) ADJUSTED
 AH6398  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AH6398
 AH6398  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6398  Type    PID    Designation                      North   East  Ellip
 AH6398  -------------------------------------------------------------------
 AH6398  NETWORK AH6398 BBLUB 04                          1.31   1.16   2.70
 AH6398  -------------------------------------------------------------------
 AH6398
 AH6398.The horizontal coordinates were established by GPS observations
 AH6398.and adjusted by the National Geodetic Survey in February 2007.
 AH6398
 AH6398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6398.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6398.The horizontal coordinates are valid at the epoch date displayed above.
 AH6398.The epoch date for horizontal control is a decimal equivalence
 AH6398.of Year/Month/Day.
 AH6398
 AH6398.The orthometric height was determined by GPS observations and a
 AH6398.high-resolution geoid model.
 AH6398 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6398 ** and geoid heights are valid at the date of observation. These heights
 AH6398 ** must always be validated when used as control.
 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 more information.
 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
 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     -   120,853.712 1,069,549.284   MT  0.99995149   +0 21 32.3
 AH6398;SPC LA S     -   396,500.89  3,509,012.94   sFT  0.99995149   +0 21 32.3
 AH6398;UTM  15      - 3,275,544.066   730,965.162   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  =   0.99995517
 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 48.3
 AH6398:UTM  15      -  BBLUB 03                                 139 53 40.0
 AH6398
 AH6398|---------------------------------------------------------------------|
 AH6398| PID    Reference Object                     Distance      Geod. Az  |
 AH6398|                                                           dddmmss.s |
 AH6398| AH6393 BBLUB 03                            APPROX. 0.7 KM 1410420.6 |
 AH6398| AH6399 BBLUB 05                            APPROX. 0.8 KM 3431020.9 |
 AH6398|---------------------------------------------------------------------|
 AH6398
 AH6398                          SUPERSEDED SURVEY CONTROL
 AH6398
 AH6398  ELLIP H (02/21/02)  -23.399  (m)                       GP(       ) 5 1
 AH6398  NAD 83(1992)-  29 35 17.97646(N)    090 36 55.50307(W) AD(       ) 1
 AH6398  ELLIP H (12/17/98)  -23.341  (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 = MARCH 13, 2009
 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(2007)-  29 35 42.98594(N)    090 37 04.15891(W)     ADJUSTED  
 AH6399* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6399  **This station is located in a suspected subsidence area (see below).
 AH6399  ___________________________________________________________________
 AH6399  EPOCH DATE  -        2002.00
 AH6399  X           -     -59,850.361 (meters)                     COMP
 AH6399  Y           -  -5,550,208.070 (meters)                     COMP
 AH6399  Z           -   3,131,430.412 (meters)                     COMP
 AH6399  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6399  ELLIP HEIGHT-         -23.259 (meters)          (02/10/07) ADJUSTED
 AH6399  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6399
 AH6399  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6399  Type    PID    Designation                      North   East  Ellip
 AH6399  -------------------------------------------------------------------
 AH6399  NETWORK AH6399 BBLUB 05                          1.45   1.25   3.08
 AH6399  -------------------------------------------------------------------
 AH6399
 AH6399.The horizontal coordinates were established by GPS observations
 AH6399.and adjusted by the National Geodetic Survey in February 2007.
 AH6399
 AH6399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6399.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6399.The horizontal coordinates are valid at the epoch date displayed above.
 AH6399.The epoch date for horizontal control is a decimal equivalence
 AH6399.of Year/Month/Day.
 AH6399
 AH6399.The orthometric height was determined by GPS observations and a
 AH6399.high-resolution geoid model.
 AH6399 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6399 ** and geoid heights are valid at the date of observation. These heights
 AH6399 ** must always be validated when used as control.
 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 more information.
 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
 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     -   121,622.265 1,069,311.575   MT  0.99995063   +0 21 28.0
 AH6399;SPC LA S     -   399,022.38  3,508,233.06   sFT  0.99995063   +0 21 28.0
 AH6399;UTM  15      - 3,276,309.377   730,716.415   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 48.6
 AH6399:UTM  15      -  BBLUB 04                                 161 59 39.4
 AH6399
 AH6399|---------------------------------------------------------------------|
 AH6399| PID    Reference Object                     Distance      Geod. Az  |
 AH6399|                                                           dddmmss.s |
 AH6399| AH6398 BBLUB 04                            APPROX. 0.8 KM 1631016.6 |
 AH6399|---------------------------------------------------------------------|
 AH6399
 AH6399                          SUPERSEDED SURVEY CONTROL
 AH6399
 AH6399  ELLIP H (02/21/02)  -23.238  (m)                       GP(       ) 5 1
 AH6399  NAD 83(1992)-  29 35 42.98624(N)    090 37 04.15788(W) AD(       ) 1
 AH6399  ELLIP H (12/17/98)  -23.175  (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 = MARCH 13, 2009
 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(2007)-  29 36 06.85545(N)    090 38 07.59360(W)     ADJUSTED  
 AH6404* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6404  **This station is located in a suspected subsidence area (see below).
 AH6404  ___________________________________________________________________
 AH6404  EPOCH DATE  -        2002.00
 AH6404  X           -     -61,553.243 (meters)                     COMP
 AH6404  Y           -  -5,549,826.287 (meters)                     COMP
 AH6404  Z           -   3,132,069.384 (meters)                     COMP
 AH6404  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6404  ELLIP HEIGHT-         -23.408 (meters)          (02/10/07) ADJUSTED
 AH6404  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6404
 AH6404  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6404  Type    PID    Designation                      North   East  Ellip
 AH6404  -------------------------------------------------------------------
 AH6404  NETWORK AH6404 BBLUB 06                          1.25   1.25   2.72
 AH6404  -------------------------------------------------------------------
 AH6404
 AH6404.The horizontal coordinates were established by GPS observations
 AH6404.and adjusted by the National Geodetic Survey in February 2007.
 AH6404
 AH6404.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6404.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6404.The horizontal coordinates are valid at the epoch date displayed above.
 AH6404.The epoch date for horizontal control is a decimal equivalence
 AH6404.of Year/Month/Day.
 AH6404
 AH6404.The orthometric height was determined by GPS observations and a
 AH6404.high-resolution geoid model.
 AH6404 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6404 ** and geoid heights are valid at the date of observation. These heights
 AH6404 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,346.641 1,067,600.199   MT  0.99994983   +0 20 56.2
 AH6404;SPC LA S     -   401,398.94  3,502,618.32   sFT  0.99994983   +0 20 56.2
 AH6404;UTM  15      - 3,277,009.416   728,994.335   MT  1.00024707   +1 10 06.7
 AH6404
 AH6404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6404!SPC LA S     -   1.00000368  x   0.99994983  =   0.99995351
 AH6404!UTM  15      -   1.00000368  x   1.00024707  =   1.00025075
 AH6404
 AH6404:                Primary Azimuth Mark                     Grid Az
 AH6404:SPC LA S     -  BBLUB 07                                 268 49 08.1
 AH6404:UTM  15      -  BBLUB 07                                 267 59 57.6
 AH6404
 AH6404|---------------------------------------------------------------------|
 AH6404| PID    Reference Object                     Distance      Geod. Az  |
 AH6404|                                                           dddmmss.s |
 AH6404| AH6405 BBLUB 07                            APPROX. 0.9 KM 2691004.3 |
 AH6404|---------------------------------------------------------------------|
 AH6404
 AH6404                          SUPERSEDED SURVEY CONTROL
 AH6404
 AH6404  ELLIP H (02/21/02)  -23.388  (m)                       GP(       ) 5 1
 AH6404  NAD 83(1992)-  29 36 06.85569(N)    090 38 07.59241(W) AD(       ) 1
 AH6404  ELLIP H (12/17/98)  -23.305  (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 = MARCH 13, 2009
 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(2007)-  29 36 06.44896(N)    090 38 39.53378(W)     ADJUSTED  
 AH6405* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6405  **This station is located in a suspected subsidence area (see below).
 AH6405  ___________________________________________________________________
 AH6405  EPOCH DATE  -        2002.00
 AH6405  X           -     -62,412.703 (meters)                     COMP
 AH6405  Y           -  -5,549,822.797 (meters)                     COMP
 AH6405  Z           -   3,132,058.459 (meters)                     COMP
 AH6405  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6405  ELLIP HEIGHT-         -23.493 (meters)          (02/10/07) ADJUSTED
 AH6405  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6405
 AH6405  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6405  Type    PID    Designation                      North   East  Ellip
 AH6405  -------------------------------------------------------------------
 AH6405  NETWORK AH6405 BBLUB 07                          1.25   1.31   2.86
 AH6405  -------------------------------------------------------------------
 AH6405
 AH6405.The horizontal coordinates were established by GPS observations
 AH6405.and adjusted by the National Geodetic Survey in February 2007.
 AH6405
 AH6405.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6405.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6405.The horizontal coordinates are valid at the epoch date displayed above.
 AH6405.The epoch date for horizontal control is a decimal equivalence
 AH6405.of Year/Month/Day.
 AH6405
 AH6405.The orthometric height was determined by GPS observations and a
 AH6405.high-resolution geoid model.
 AH6405 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6405 ** and geoid heights are valid at the date of observation. These heights
 AH6405 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,328.925 1,066,740.885   MT  0.99994984   +0 20 40.3
 AH6405;SPC LA S     -   401,340.81  3,499,799.05   sFT  0.99994984   +0 20 40.3
 AH6405;UTM  15      - 3,276,979.401   728,135.109   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 08.2
 AH6405:UTM  15      -  BBLUB 06                                 087 59 57.6
 AH6405
 AH6405|---------------------------------------------------------------------|
 AH6405| PID    Reference Object                     Distance      Geod. Az  |
 AH6405|                                                           dddmmss.s |
 AH6405| AH6404 BBLUB 06                            APPROX. 0.9 KM 0890948.5 |
 AH6405|---------------------------------------------------------------------|
 AH6405
 AH6405                          SUPERSEDED SURVEY CONTROL
 AH6405
 AH6405  ELLIP H (02/21/02)  -23.473  (m)                       GP(       ) 5 1
 AH6405  NAD 83(1992)-  29 36 06.44922(N)    090 38 39.53270(W) AD(       ) 1
 AH6405  ELLIP H (12/17/98)  -23.399  (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 = MARCH 13, 2009
 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(2007)-  29 36 37.77807(N)    090 39 32.98172(W)     ADJUSTED  
 AH6424* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6424  **This station is located in a suspected subsidence area (see below).
 AH6424  ___________________________________________________________________
 AH6424  EPOCH DATE  -        2002.00
 AH6424  X           -     -63,845.310 (meters)                     COMP
 AH6424  Y           -  -5,549,330.353 (meters)                     COMP
 AH6424  Z           -   3,132,897.408 (meters)                     COMP
 AH6424  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6424  ELLIP HEIGHT-         -22.978 (meters)          (02/10/07) ADJUSTED
 AH6424  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 AH6424
 AH6424  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6424  Type    PID    Designation                      North   East  Ellip
 AH6424  -------------------------------------------------------------------
 AH6424  NETWORK AH6424 BBLUB 08                          1.72   1.63   3.49
 AH6424  -------------------------------------------------------------------
 AH6424
 AH6424.The horizontal coordinates were established by GPS observations
 AH6424.and adjusted by the National Geodetic Survey in February 2007.
 AH6424
 AH6424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6424.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6424.The horizontal coordinates are valid at the epoch date displayed above.
 AH6424.The epoch date for horizontal control is a decimal equivalence
 AH6424.of Year/Month/Day.
 AH6424
 AH6424.The orthometric height was determined by GPS observations and a
 AH6424.high-resolution geoid model.
 AH6424 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6424 ** and geoid heights are valid at the date of observation. These heights
 AH6424 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,284.945 1,065,297.125   MT  0.99994880   +0 20 13.5
 AH6424;SPC LA S     -   404,477.36  3,495,062.32   sFT  0.99994880   +0 20 13.5
 AH6424;UTM  15      - 3,277,914.935   726,677.397   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 22.6
 AH6424:UTM  15      -  BBLUB 09                                 322 08 10.5
 AH6424
 AH6424|---------------------------------------------------------------------|
 AH6424| PID    Reference Object                     Distance      Geod. Az  |
 AH6424|                                                           dddmmss.s |
 AH6424| AH6422 BBLUB 09                            APPROX. 0.8 KM 3231736.1 |
 AH6424|---------------------------------------------------------------------|
 AH6424
 AH6424                          SUPERSEDED SURVEY CONTROL
 AH6424
 AH6424  ELLIP H (02/21/02)  -22.960  (m)                       GP(       ) 5 1
 AH6424  NAD 83(1992)-  29 36 37.77836(N)    090 39 32.98057(W) AD(       ) 1
 AH6424  ELLIP H (12/17/98)  -22.873  (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 = MARCH 13, 2009
 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(2007)-  29 36 58.70729(N)    090 39 50.83991(W)     ADJUSTED  
 AH6422* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6422  **This station is located in a suspected subsidence area (see below).
 AH6422  ___________________________________________________________________
 AH6422  EPOCH DATE  -        2002.00
 AH6422  X           -     -64,322.066 (meters)                     COMP
 AH6422  Y           -  -5,549,005.737 (meters)                     COMP
 AH6422  Z           -   3,133,457.283 (meters)                     COMP
 AH6422  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6422  ELLIP HEIGHT-         -23.728 (meters)          (02/10/07) ADJUSTED
 AH6422  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 AH6422
 AH6422  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6422  Type    PID    Designation                      North   East  Ellip
 AH6422  -------------------------------------------------------------------
 AH6422  NETWORK AH6422 BBLUB 09                          1.10   1.00   2.21
 AH6422  -------------------------------------------------------------------
 AH6422
 AH6422.The horizontal coordinates were established by GPS observations
 AH6422.and adjusted by the National Geodetic Survey in February 2007.
 AH6422
 AH6422.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6422.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6422.The horizontal coordinates are valid at the epoch date displayed above.
 AH6422.The epoch date for horizontal control is a decimal equivalence
 AH6422.of Year/Month/Day.
 AH6422
 AH6422.The orthometric height was determined by GPS observations and a
 AH6422.high-resolution geoid model.
 AH6422 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6422 ** and geoid heights are valid at the date of observation. These heights
 AH6422 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,926.506 1,064,812.905   MT  0.99994812   +0 20 04.6
 AH6422;SPC LA S     -   406,582.21  3,493,473.67   sFT  0.99994812   +0 20 04.6
 AH6422;UTM  15      - 3,278,549.681   726,183.904   MT  1.00023128   +1 09 17.5
 AH6422
 AH6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6422!SPC LA S     -   1.00000373  x   0.99994812  =   0.99995185
 AH6422!UTM  15      -   1.00000373  x   1.00023128  =   1.00023501
 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 (02/21/02)  -23.714  (m)                       GP(       ) 5 1
 AH6422  NAD 83(1992)-  29 36 58.70754(N)    090 39 50.83872(W) AD(       ) 1
 AH6422  ELLIP H (12/17/98)  -23.613  (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 = MARCH 13, 2009
 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(2007)-  29 37 23.37245(N)    090 40 05.64166(W)     ADJUSTED  
 AH6408* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6408  **This station is located in a suspected subsidence area (see below).
 AH6408  ___________________________________________________________________
 AH6408  EPOCH DATE  -        2002.00
 AH6408  X           -     -64,715.892 (meters)                     COMP
 AH6408  Y           -  -5,548,625.964 (meters)                     COMP
 AH6408  Z           -   3,134,117.597 (meters)                     COMP
 AH6408  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6408  ELLIP HEIGHT-         -23.517 (meters)          (02/10/07) ADJUSTED
 AH6408  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6408
 AH6408  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6408  Type    PID    Designation                      North   East  Ellip
 AH6408  -------------------------------------------------------------------
 AH6408  NETWORK AH6408 BBLUB 10                          1.14   1.16   2.51
 AH6408  -------------------------------------------------------------------
 AH6408
 AH6408.The horizontal coordinates were established by GPS observations
 AH6408.and adjusted by the National Geodetic Survey in February 2007.
 AH6408
 AH6408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6408.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6408.The horizontal coordinates are valid at the epoch date displayed above.
 AH6408.The epoch date for horizontal control is a decimal equivalence
 AH6408.of Year/Month/Day.
 AH6408
 AH6408.The orthometric height was determined by GPS observations and a
 AH6408.high-resolution geoid model.
 AH6408 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6408 ** and geoid heights are valid at the date of observation. These heights
 AH6408 ** must always be validated when used as control.
 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 more information.
 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
 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     -   124,683.590 1,064,410.295   MT  0.99994733   +0 19 57.2
 AH6408;SPC LA S     -   409,066.08  3,492,152.78   sFT  0.99994733   +0 19 57.2
 AH6408;UTM  15      - 3,279,301.134   725,770.378   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 46.9
 AH6408:UTM  15      -  BBLUB 09                                 151 10 33.1
 AH6408
 AH6408|---------------------------------------------------------------------|
 AH6408| PID    Reference Object                     Distance      Geod. Az  |
 AH6408|                                                           dddmmss.s |
 AH6408| AH6422 BBLUB 09                            APPROX. 0.9 KM 1521944.1 |
 AH6408|---------------------------------------------------------------------|
 AH6408
 AH6408                          SUPERSEDED SURVEY CONTROL
 AH6408
 AH6408  ELLIP H (02/21/02)  -23.504  (m)                       GP(       ) 5 1
 AH6408  NAD 83(1992)-  29 37 23.37276(N)    090 40 05.64052(W) AD(       ) 1
 AH6408  ELLIP H (12/17/98)  -23.413  (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 = MARCH 13, 2009
 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(2007)-  29 37 44.95217(N)    090 40 21.80932(W)     ADJUSTED  
 AH6168* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6168  **This station is located in a suspected subsidence area (see below).
 AH6168  ___________________________________________________________________
 AH6168  EPOCH DATE  -        2002.00
 AH6168  X           -     -65,146.954 (meters)                     COMP
 AH6168  Y           -  -5,548,292.418 (meters)                     COMP
 AH6168  Z           -   3,134,695.175 (meters)                     COMP
 AH6168  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6168  ELLIP HEIGHT-         -23.535 (meters)          (02/10/07) ADJUSTED
 AH6168  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6168
 AH6168  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6168  Type    PID    Designation                      North   East  Ellip
 AH6168  -------------------------------------------------------------------
 AH6168  NETWORK AH6168 BBLUB 11                          1.41   1.12   3.12
 AH6168  -------------------------------------------------------------------
 AH6168
 AH6168.The horizontal coordinates were established by GPS observations
 AH6168.and adjusted by the National Geodetic Survey in February 2007.
 AH6168
 AH6168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6168.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6168.The horizontal coordinates are valid at the epoch date displayed above.
 AH6168.The epoch date for horizontal control is a decimal equivalence
 AH6168.of Year/Month/Day.
 AH6168
 AH6168.The orthometric height was determined by GPS observations and a
 AH6168.high-resolution geoid model.
 AH6168 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6168 ** and geoid heights are valid at the date of observation. These heights
 AH6168 ** must always be validated when used as control.
 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 more information.
 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
 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     -   125,345.480 1,063,971.546   MT  0.99994665   +0 19 49.1
 AH6168;SPC LA S     -   411,237.63  3,490,713.31   sFT  0.99994665   +0 19 49.1
 AH6168;UTM  15      - 3,279,956.857   725,322.068   MT  1.00022647   +1 09 03.8
 AH6168
 AH6168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6168!SPC LA S     -   1.00000370  x   0.99994665  =   0.99995035
 AH6168!UTM  15      -   1.00000370  x   1.00022647  =   1.00023017
 AH6168
 AH6168:                Primary Azimuth Mark                     Grid Az
 AH6168:SPC LA S     -  BBLUB 10                                 146 27 38.5
 AH6168:UTM  15      -  BBLUB 10                                 145 38 23.8
 AH6168
 AH6168|---------------------------------------------------------------------|
 AH6168| PID    Reference Object                     Distance      Geod. Az  |
 AH6168|                                                           dddmmss.s |
 AH6168| AH6408 BBLUB 10                            APPROX. 0.8 KM 1464727.6 |
 AH6168| AH6409 BBLUB 12                            APPROX. 0.9 KM 3272943.3 |
 AH6168|---------------------------------------------------------------------|
 AH6168
 AH6168                          SUPERSEDED SURVEY CONTROL
 AH6168
 AH6168  ELLIP H (02/21/02)  -23.524  (m)                       GP(       ) 5 1
 AH6168  NAD 83(1992)-  29 37 44.95244(N)    090 40 21.80820(W) AD(       ) 1
 AH6168  ELLIP H (12/17/98)  -23.441  (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 = MARCH 13, 2009
 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(2007)-  29 38 08.39707(N)    090 40 38.90947(W)     ADJUSTED  
 AH6409* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6409  **This station is located in a suspected subsidence area (see below).
 AH6409  ___________________________________________________________________
 AH6409  EPOCH DATE  -        2002.00
 AH6409  X           -     -65,602.708 (meters)                     COMP
 AH6409  Y           -  -5,547,930.078 (meters)                     COMP
 AH6409  Z           -   3,135,322.631 (meters)                     COMP
 AH6409  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6409  ELLIP HEIGHT-         -23.561 (meters)          (02/10/07) ADJUSTED
 AH6409  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6409
 AH6409  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6409  Type    PID    Designation                      North   East  Ellip
 AH6409  -------------------------------------------------------------------
 AH6409  NETWORK AH6409 BBLUB 12                          1.76   1.25   3.45
 AH6409  -------------------------------------------------------------------
 AH6409
 AH6409.The horizontal coordinates were established by GPS observations
 AH6409.and adjusted by the National Geodetic Survey in February 2007.
 AH6409
 AH6409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6409.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6409.The horizontal coordinates are valid at the epoch date displayed above.
 AH6409.The epoch date for horizontal control is a decimal equivalence
 AH6409.of Year/Month/Day.
 AH6409
 AH6409.The orthometric height was determined by GPS observations and a
 AH6409.high-resolution geoid model.
 AH6409 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6409 ** and geoid heights are valid at the date of observation. These heights
 AH6409 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,064.671 1,063,507.438   MT  0.99994593   +0 19 40.6
 AH6409;SPC LA S     -   413,597.17  3,489,190.65   sFT  0.99994593   +0 19 40.6
 AH6409;UTM  15      - 3,280,669.523   724,847.573   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 54.2
 AH6409:UTM  15      -  BBLUB 11                                 146 20 38.6
 AH6409
 AH6409|---------------------------------------------------------------------|
 AH6409| PID    Reference Object                     Distance      Geod. Az  |
 AH6409|                                                           dddmmss.s |
 AH6409| AH6168 BBLUB 11                            APPROX. 0.9 KM 1472934.8 |
 AH6409| AH6413 BBLUB 13                            APPROX. 0.8 KM 3192157.2 |
 AH6409|---------------------------------------------------------------------|
 AH6409
 AH6409                          SUPERSEDED SURVEY CONTROL
 AH6409
 AH6409  ELLIP H (02/21/02)  -23.545  (m)                       GP(       ) 5 1
 AH6409  NAD 83(1992)-  29 38 08.39749(N)    090 40 38.90835(W) AD(       ) 1
 AH6409  ELLIP H (12/17/98)  -23.436  (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 = MARCH 13, 2009
 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(2007)-  29 38 27.71319(N)    090 40 57.88479(W)     ADJUSTED  
 AH6413* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6413  **This station is located in a suspected subsidence area (see below).
 AH6413  ___________________________________________________________________
 AH6413  EPOCH DATE  -        2002.00
 AH6413  X           -     -66,109.584 (meters)                     COMP
 AH6413  Y           -  -5,547,629.843 (meters)                     COMP
 AH6413  Z           -   3,135,839.526 (meters)                     COMP
 AH6413  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6413  ELLIP HEIGHT-         -23.650 (meters)          (02/10/07) ADJUSTED
 AH6413  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 AH6413
 AH6413  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6413  Type    PID    Designation                      North   East  Ellip
 AH6413  -------------------------------------------------------------------
 AH6413  NETWORK AH6413 BBLUB 13                          1.08   0.86   2.14
 AH6413  -------------------------------------------------------------------
 AH6413
 AH6413.The horizontal coordinates were established by GPS observations
 AH6413.and adjusted by the National Geodetic Survey in February 2007.
 AH6413
 AH6413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6413.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6413.The horizontal coordinates are valid at the epoch date displayed above.
 AH6413.The epoch date for horizontal control is a decimal equivalence
 AH6413.of Year/Month/Day.
 AH6413
 AH6413.The orthometric height was determined by GPS observations and a
 AH6413.high-resolution geoid model.
 AH6413 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6413 ** and geoid heights are valid at the date of observation. These heights
 AH6413 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,656.475 1,062,993.678   MT  0.99994534   +0 19 31.1
 AH6413;SPC LA S     -   415,538.79  3,487,505.09   sFT  0.99994534   +0 19 31.1
 AH6413;UTM  15      - 3,281,254.066   724,325.240   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  =   1.00022466
 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 (02/21/02)  -23.641  (m)                       GP(       ) 5 1
 AH6413  NAD 83(1992)-  29 38 27.71349(N)    090 40 57.88356(W) AD(       ) 1
 AH6413  ELLIP H (12/17/98)  -23.514  (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 = MARCH 13, 2009
 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(2007)-  29 39 05.29278(N)    090 41 38.62143(W)     ADJUSTED  
 AH6420* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6420  **This station is located in a suspected subsidence area (see below).
 AH6420  ___________________________________________________________________
 AH6420  EPOCH DATE  -        2002.00
 AH6420  X           -     -67,198.291 (meters)                     COMP
 AH6420  Y           -  -5,547,044.585 (meters)                     COMP
 AH6420  Z           -   3,136,845.277 (meters)                     COMP
 AH6420  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6420  ELLIP HEIGHT-         -23.402 (meters)          (02/10/07) ADJUSTED
 AH6420  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6420
 AH6420  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6420  Type    PID    Designation                      North   East  Ellip
 AH6420  -------------------------------------------------------------------
 AH6420  NETWORK AH6420 BBLUB 14                          0.98   1.02   2.61
 AH6420  -------------------------------------------------------------------
 AH6420
 AH6420.The horizontal coordinates were established by GPS observations
 AH6420.and adjusted by the National Geodetic Survey in February 2007.
 AH6420
 AH6420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6420.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6420.The horizontal coordinates are valid at the epoch date displayed above.
 AH6420.The epoch date for horizontal control is a decimal equivalence
 AH6420.of Year/Month/Day.
 AH6420
 AH6420.The orthometric height was determined by GPS observations and a
 AH6420.high-resolution geoid model.
 AH6420 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6420 ** and geoid heights are valid at the date of observation. These heights
 AH6420 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,807.328 1,061,891.580   MT  0.99994422   +0 19 10.7
 AH6420;SPC LA S     -   419,314.54  3,483,889.29   sFT  0.99994422   +0 19 10.7
 AH6420;UTM  15      - 3,282,389.312   723,206.451   MT  1.00021476   +1 08 28.6
 AH6420
 AH6420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6420!SPC LA S     -   1.00000368  x   0.99994422  =   0.99994790
 AH6420!UTM  15      -   1.00000368  x   1.00021476  =   1.00021844
 AH6420
 AH6420:                Primary Azimuth Mark                     Grid Az
 AH6420:SPC LA S     -  BBLUB 15                                 323 33 59.5
 AH6420:UTM  15      -  BBLUB 15                                 322 44 41.6
 AH6420
 AH6420|---------------------------------------------------------------------|
 AH6420| PID    Reference Object                     Distance      Geod. Az  |
 AH6420|                                                           dddmmss.s |
 AH6420| AH6195 BBLUB 15                            APPROX. 0.8 KM 3235310.2 |
 AH6420|---------------------------------------------------------------------|
 AH6420
 AH6420                          SUPERSEDED SURVEY CONTROL
 AH6420
 AH6420  ELLIP H (02/21/02)  -23.394  (m)                       GP(       ) 5 1
 AH6420  NAD 83(1992)-  29 39 05.29298(N)    090 41 38.62019(W) AD(       ) 1
 AH6420  ELLIP H (12/17/98)  -23.281  (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 = MARCH 13, 2009
 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(2007)-  29 39 27.05955(N)    090 41 56.80384(W)     ADJUSTED  
 AH6195* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6195  **This station is located in a suspected subsidence area (see below).
 AH6195  ___________________________________________________________________
 AH6195  EPOCH DATE  -        2002.00
 AH6195  X           -     -67,683.220 (meters)                     COMP
 AH6195  Y           -  -5,546,706.976 (meters)                     COMP
 AH6195  Z           -   3,137,427.658 (meters)                     COMP
 AH6195  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6195  ELLIP HEIGHT-         -23.504 (meters)          (02/10/07) ADJUSTED
 AH6195  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6195
 AH6195  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6195  Type    PID    Designation                      North   East  Ellip
 AH6195  -------------------------------------------------------------------
 AH6195  NETWORK AH6195 BBLUB 15                          1.16   1.14   2.65
 AH6195  -------------------------------------------------------------------
 AH6195
 AH6195.The horizontal coordinates were established by GPS observations
 AH6195.and adjusted by the National Geodetic Survey in February 2007.
 AH6195
 AH6195.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6195.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6195.The horizontal coordinates are valid at the epoch date displayed above.
 AH6195.The epoch date for horizontal control is a decimal equivalence
 AH6195.of Year/Month/Day.
 AH6195
 AH6195.The orthometric height was determined by GPS observations and a
 AH6195.high-resolution geoid model.
 AH6195 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6195 ** and geoid heights are valid at the date of observation. These heights
 AH6195 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,474.778 1,061,398.891   MT  0.99994358   +0 19 01.6
 AH6195;SPC LA S     -   421,504.33  3,482,272.86   sFT  0.99994358   +0 19 01.6
 AH6195;UTM  15      - 3,283,049.805   722,704.105   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 59.6
 AH6195:UTM  15      -  BBLUB 14                                 142 44 40.9
 AH6195
 AH6195|---------------------------------------------------------------------|
 AH6195| PID    Reference Object                     Distance      Geod. Az  |
 AH6195|                                                           dddmmss.s |
 AH6195| AH6420 BBLUB 14                            APPROX. 0.8 KM 1435301.2 |
 AH6195|---------------------------------------------------------------------|
 AH6195
 AH6195                          SUPERSEDED SURVEY CONTROL
 AH6195
 AH6195  ELLIP H (02/21/02)  -23.494  (m)                       GP(       ) 5 1
 AH6195  NAD 83(1992)-  29 39 27.05960(N)    090 41 56.80279(W) AD(       ) 1
 AH6195  ELLIP H (12/17/98)  -23.416  (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 = MARCH 13, 2009
 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(2007)-  29 40 01.93406(N)    090 42 45.24685(W)     ADJUSTED  
 AH6418* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6418  **This station is located in a suspected subsidence area (see below).
 AH6418  ___________________________________________________________________
 AH6418  EPOCH DATE  -        2002.00
 AH6418  X           -     -68,979.299 (meters)                     COMP
 AH6418  Y           -  -5,546,159.502 (meters)                     COMP
 AH6418  Z           -   3,138,360.723 (meters)                     COMP
 AH6418  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6418  ELLIP HEIGHT-         -23.563 (meters)          (02/10/07) ADJUSTED
 AH6418  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AH6418
 AH6418  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6418  Type    PID    Designation                      North   East  Ellip
 AH6418  -------------------------------------------------------------------
 AH6418  NETWORK AH6418 BBLUB 16                          1.41   1.39   3.41
 AH6418  -------------------------------------------------------------------
 AH6418
 AH6418.The horizontal coordinates were established by GPS observations
 AH6418.and adjusted by the National Geodetic Survey in February 2007.
 AH6418
 AH6418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6418.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6418.The horizontal coordinates are valid at the epoch date displayed above.
 AH6418.The epoch date for horizontal control is a decimal equivalence
 AH6418.of Year/Month/Day.
 AH6418
 AH6418.The orthometric height was determined by GPS observations and a
 AH6418.high-resolution geoid model.
 AH6418 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6418 ** and geoid heights are valid at the date of observation. These heights
 AH6418 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,541.381 1,060,090.375   MT  0.99994259   +0 18 37.4
 AH6418;SPC LA S     -   425,003.68  3,477,979.84   sFT  0.99994259   +0 18 37.4
 AH6418;UTM  15      - 3,284,097.802   721,380.070   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 12.0
 AH6418:UTM  15      -  BBLUB 17                                 298 28 51.9
 AH6418
 AH6418|---------------------------------------------------------------------|
 AH6418| PID    Reference Object                     Distance      Geod. Az  |
 AH6418|                                                           dddmmss.s |
 AH6418| AH6417 BBLUB 17                            APPROX. 0.9 KM 2993649.4 |
 AH6418|---------------------------------------------------------------------|
 AH6418
 AH6418                          SUPERSEDED SURVEY CONTROL
 AH6418
 AH6418  ELLIP H (02/21/02)  -23.547  (m)                       GP(       ) 5 1
 AH6418  NAD 83(1992)-  29 40 01.93402(N)    090 42 45.24591(W) AD(       ) 1
 AH6418  ELLIP H (12/17/98)  -23.513  (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 = MARCH 13, 2009
 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(2007)-  29 40 15.57893(N)    090 43 12.73708(W)     ADJUSTED  
 AH6417* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6417  **This station is located in a suspected subsidence area (see below).
 AH6417  ___________________________________________________________________
 AH6417  EPOCH DATE  -        2002.00
 AH6417  X           -     -69,715.862 (meters)                     COMP
 AH6417  Y           -  -5,545,942.725 (meters)                     COMP
 AH6417  Z           -   3,138,726.012 (meters)                     COMP
 AH6417  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6417  ELLIP HEIGHT-         -23.089 (meters)          (02/10/07) ADJUSTED
 AH6417  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6417
 AH6417  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6417  Type    PID    Designation                      North   East  Ellip
 AH6417  -------------------------------------------------------------------
 AH6417  NETWORK AH6417 BBLUB 17                          1.23   1.16   3.00
 AH6417  -------------------------------------------------------------------
 AH6417
 AH6417.The horizontal coordinates were established by GPS observations
 AH6417.and adjusted by the National Geodetic Survey in February 2007.
 AH6417
 AH6417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6417.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6417.The horizontal coordinates are valid at the epoch date displayed above.
 AH6417.The epoch date for horizontal control is a decimal equivalence
 AH6417.of Year/Month/Day.
 AH6417
 AH6417.The orthometric height was determined by GPS observations and a
 AH6417.high-resolution geoid model.
 AH6417 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6417 ** and geoid heights are valid at the date of observation. These heights
 AH6417 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,957.507 1,059,348.948   MT  0.99994221   +0 18 23.7
 AH6417;SPC LA S     -   426,368.92  3,475,547.34   sFT  0.99994221   +0 18 23.7
 AH6417;UTM  15      - 3,284,503.350   720,632.553   MT  1.00020066   +1 07 44.4
 AH6417
 AH6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6417!SPC LA S     -   1.00000363  x   0.99994221  =   0.99994584
 AH6417!UTM  15      -   1.00000363  x   1.00020066  =   1.00020429
 AH6417
 AH6417:                Primary Azimuth Mark                     Grid Az
 AH6417:SPC LA S     -  BBLUB 16                                 119 18 12.1
 AH6417:UTM  15      -  BBLUB 16                                 118 28 51.4
 AH6417
 AH6417|---------------------------------------------------------------------|
 AH6417| PID    Reference Object                     Distance      Geod. Az  |
 AH6417|                                                           dddmmss.s |
 AH6417| AH6418 BBLUB 16                            APPROX. 0.9 KM 1193635.8 |
 AH6417| AH6429 BBLUB 18                            APPROX. 0.9 KM 3055603.3 |
 AH6417|---------------------------------------------------------------------|
 AH6417
 AH6417                          SUPERSEDED SURVEY CONTROL
 AH6417
 AH6417  ELLIP H (02/21/02)  -23.075  (m)                       GP(       ) 5 1
 AH6417  NAD 83(1992)-  29 40 15.57888(N)    090 43 12.73610(W) AD(       ) 1
 AH6417  ELLIP H (12/17/98)  -23.038  (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 = MARCH 13, 2009
 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(2007)-  29 40 32.73696(N)    090 43 39.84711(W)     ADJUSTED  
 AH6429* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6429  **This station is located in a suspected subsidence area (see below).
 AH6429  ___________________________________________________________________
 AH6429  EPOCH DATE  -        2002.00
 AH6429  X           -     -70,441.463 (meters)                     COMP
 AH6429  Y           -  -5,545,672.265 (meters)                     COMP
 AH6429  Z           -   3,139,185.193 (meters)                     COMP
 AH6429  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6429  ELLIP HEIGHT-         -22.777 (meters)          (02/10/07) ADJUSTED
 AH6429  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6429
 AH6429  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6429  Type    PID    Designation                      North   East  Ellip
 AH6429  -------------------------------------------------------------------
 AH6429  NETWORK AH6429 BBLUB 18                          1.25   1.14   2.78
 AH6429  -------------------------------------------------------------------
 AH6429
 AH6429.The horizontal coordinates were established by GPS observations
 AH6429.and adjusted by the National Geodetic Survey in February 2007.
 AH6429
 AH6429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6429.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6429.The horizontal coordinates are valid at the epoch date displayed above.
 AH6429.The epoch date for horizontal control is a decimal equivalence
 AH6429.of Year/Month/Day.
 AH6429
 AH6429.The orthometric height was determined by GPS observations and a
 AH6429.high-resolution geoid model.
 AH6429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6429 ** and geoid heights are valid at the date of observation. These heights
 AH6429 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,481.903 1,058,617.228   MT  0.99994174   +0 18 10.1
 AH6429;SPC LA S     -   428,089.38  3,473,146.69   sFT  0.99994174   +0 18 10.1
 AH6429;UTM  15      - 3,285,017.319   719,893.190   MT  1.00019664   +1 07 31.5
 AH6429
 AH6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6429!SPC LA S     -   1.00000358  x   0.99994174  =   0.99994532
 AH6429!UTM  15      -   1.00000358  x   1.00019664  =   1.00020022
 AH6429
 AH6429:                Primary Azimuth Mark                     Grid Az
 AH6429:SPC LA S     -  BBLUB 17                                 125 37 39.8
 AH6429:UTM  15      -  BBLUB 17                                 124 48 18.4
 AH6429
 AH6429|---------------------------------------------------------------------|
 AH6429| PID    Reference Object                     Distance      Geod. Az  |
 AH6429|                                                           dddmmss.s |
 AH6429| AH6417 BBLUB 17                            APPROX. 0.9 KM 1255549.9 |
 AH6429|---------------------------------------------------------------------|
 AH6429
 AH6429                          SUPERSEDED SURVEY CONTROL
 AH6429
 AH6429  ELLIP H (02/21/02)  -22.759  (m)                       GP(       ) 5 1
 AH6429  NAD 83(1992)-  29 40 32.73689(N)    090 43 39.84612(W) AD(       ) 1
 AH6429  ELLIP H (12/17/98)  -22.735  (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 = MARCH 13, 2009
 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(2007)-  29 40 30.35195(N)    090 44 13.06554(W)     ADJUSTED  
 AH6436* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6436  **This station is located in a suspected subsidence area (see below).
 AH6436  ___________________________________________________________________
 AH6436  EPOCH DATE  -        2002.00
 AH6436  X           -     -71,335.050 (meters)                     COMP
 AH6436  Y           -  -5,545,697.487 (meters)                     COMP
 AH6436  Z           -   3,139,121.550 (meters)                     COMP
 AH6436  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6436  ELLIP HEIGHT-         -22.450 (meters)          (02/10/07) ADJUSTED
 AH6436  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6436
 AH6436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6436  Type    PID    Designation                      North   East  Ellip
 AH6436  -------------------------------------------------------------------
 AH6436  NETWORK AH6436 BBLUB 19                          1.27   1.35   3.02
 AH6436  -------------------------------------------------------------------
 AH6436
 AH6436.The horizontal coordinates were established by GPS observations
 AH6436.and adjusted by the National Geodetic Survey in February 2007.
 AH6436
 AH6436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6436.The horizontal coordinates are valid at the epoch date displayed above.
 AH6436.The epoch date for horizontal control is a decimal equivalence
 AH6436.of Year/Month/Day.
 AH6436
 AH6436.The orthometric height was determined by GPS observations and a
 AH6436.high-resolution geoid model.
 AH6436 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6436 ** and geoid heights are valid at the date of observation. These heights
 AH6436 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,403.787 1,057,724.482   MT  0.99994181   +0 17 53.5
 AH6436;SPC LA S     -   427,833.09  3,470,217.74   sFT  0.99994181   +0 17 53.5
 AH6436;UTM  15      - 3,284,926.372   719,001.433   MT  1.00019181   +1 07 15.0
 AH6436
 AH6436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6436!SPC LA S     -   1.00000353  x   0.99994181  =   0.99994534
 AH6436!UTM  15      -   1.00000353  x   1.00019181  =   1.00019534
 AH6436
 AH6436|---------------------------------------------------------------------|
 AH6436| PID    Reference Object                     Distance      Geod. Az  |
 AH6436|                                                           dddmmss.s |
 AH6436| AH6430 CEB 01                              364.449 METERS 10128     |
 AH6436|---------------------------------------------------------------------|
 AH6436
 AH6436                          SUPERSEDED SURVEY CONTROL
 AH6436
 AH6436  ELLIP H (02/21/02)  -22.417  (m)                       GP(       ) 5 1
 AH6436  NAD 83(1992)-  29 40 30.35173(N)    090 44 13.06432(W) AD(       ) 1
 AH6436  ELLIP H (12/17/98)  -22.402  (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 = MARCH 13, 2009
 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(2007)-  29 41 26.78864(N)    090 45 38.74224(W)     ADJUSTED  
 AH6472* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6472  **This station is located in a suspected subsidence area (see below).
 AH6472  ___________________________________________________________________
 AH6472  EPOCH DATE  -        2002.00
 AH6472  X           -     -73,627.146 (meters)                     COMP
 AH6472  Y           -  -5,544,806.806 (meters)                     COMP
 AH6472  Z           -   3,140,631.181 (meters)                     COMP
 AH6472  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6472  ELLIP HEIGHT-         -22.593 (meters)          (02/10/07) ADJUSTED
 AH6472  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6472
 AH6472  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6472  Type    PID    Designation                      North   East  Ellip
 AH6472  -------------------------------------------------------------------
 AH6472  NETWORK AH6472 BBLUB 20                          1.22   1.55   2.98
 AH6472  -------------------------------------------------------------------
 AH6472
 AH6472.The horizontal coordinates were established by GPS observations
 AH6472.and adjusted by the National Geodetic Survey in February 2007.
 AH6472
 AH6472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6472.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6472.The horizontal coordinates are valid at the epoch date displayed above.
 AH6472.The epoch date for horizontal control is a decimal equivalence
 AH6472.of Year/Month/Day.
 AH6472
 AH6472.The orthometric height was determined by GPS observations and a
 AH6472.high-resolution geoid model.
 AH6472 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6472 ** and geoid heights are valid at the date of observation. These heights
 AH6472 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,129.648 1,055,412.236   MT  0.99994030   +0 17 10.7
 AH6472;SPC LA S     -   433,495.35  3,462,631.64   sFT  0.99994030   +0 17 10.7
 AH6472;UTM  15      - 3,286,619.258   716,664.066   MT  1.00017924   +1 06 34.5
 AH6472
 AH6472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6472!SPC LA S     -   1.00000355  x   0.99994030  =   0.99994385
 AH6472!UTM  15      -   1.00000355  x   1.00017924  =   1.00018279
 AH6472
 AH6472:                Primary Azimuth Mark                     Grid Az
 AH6472:SPC LA S     -  BBLUB 21                                 313 39 33.6
 AH6472:UTM  15      -  BBLUB 21                                 312 50 09.8
 AH6472
 AH6472|---------------------------------------------------------------------|
 AH6472| PID    Reference Object                     Distance      Geod. Az  |
 AH6472|                                                           dddmmss.s |
 AH6472| AH6188 BBLUB 21                            APPROX. 0.8 KM 3135644.3 |
 AH6472|---------------------------------------------------------------------|
 AH6472
 AH6472                          SUPERSEDED SURVEY CONTROL
 AH6472
 AH6472  ELLIP H (02/21/02)  -22.572  (m)                       GP(       ) 5 1
 AH6472  NAD 83(1992)-  29 41 26.78847(N)    090 45 38.74136(W) AD(       ) 1
 AH6472  ELLIP H (12/17/98)  -22.545  (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 = MARCH 13, 2009
 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(2007)-  29 41 44.91357(N)    090 46 00.28090(W)     ADJUSTED  
 AH6188* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6188  **This station is located in a suspected subsidence area (see below).
 AH6188  ___________________________________________________________________
 AH6188  EPOCH DATE  -        2002.00
 AH6188  X           -     -74,202.444 (meters)                     COMP
 AH6188  Y           -  -5,544,522.322 (meters)                     COMP
 AH6188  Z           -   3,141,115.786 (meters)                     COMP
 AH6188  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6188  ELLIP HEIGHT-         -22.986 (meters)          (02/10/07) ADJUSTED
 AH6188  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH6188
 AH6188  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6188  Type    PID    Designation                      North   East  Ellip
 AH6188  -------------------------------------------------------------------
 AH6188  NETWORK AH6188 BBLUB 21                          1.18   1.35   2.82
 AH6188  -------------------------------------------------------------------
 AH6188
 AH6188.The horizontal coordinates were established by GPS observations
 AH6188.and adjusted by the National Geodetic Survey in February 2007.
 AH6188
 AH6188.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6188.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6188.The horizontal coordinates are valid at the epoch date displayed above.
 AH6188.The epoch date for horizontal control is a decimal equivalence
 AH6188.of Year/Month/Day.
 AH6188
 AH6188.The orthometric height was determined by GPS observations and a
 AH6188.high-resolution geoid model.
 AH6188 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6188 ** and geoid heights are valid at the date of observation. These heights
 AH6188 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,684.813 1,054,830.463   MT  0.99993983   +0 16 59.9
 AH6188;SPC LA S     -   435,316.76  3,460,722.94   sFT  0.99993983   +0 16 59.9
 AH6188;UTM  15      - 3,287,166.135   716,074.235   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 33.7
 AH6188:UTM  15      -  BBLUB 20                                 132 50 09.2
 AH6188
 AH6188|---------------------------------------------------------------------|
 AH6188| PID    Reference Object                     Distance      Geod. Az  |
 AH6188|                                                           dddmmss.s |
 AH6188| AH6472 BBLUB 20                            APPROX. 0.8 KM 1335633.6 |
 AH6188|---------------------------------------------------------------------|
 AH6188
 AH6188                          SUPERSEDED SURVEY CONTROL
 AH6188
 AH6188  ELLIP H (02/21/02)  -22.965  (m)                       GP(       ) 5 1
 AH6188  NAD 83(1992)-  29 41 44.91339(N)    090 46 00.28006(W) AD(       ) 1
 AH6188  ELLIP H (12/17/98)  -22.936  (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 = MARCH 13, 2009
 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(2007)-  29 42 00.33336(N)    090 46 50.45452(W)     ADJUSTED  
 AH6180* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6180  **This station is located in a suspected subsidence area (see below).
 AH6180  ___________________________________________________________________
 AH6180  EPOCH DATE  -        2002.00
 AH6180  X           -     -75,547.935 (meters)                     COMP
 AH6180  Y           -  -5,544,268.983 (meters)                     COMP
 AH6180  Z           -   3,141,528.254 (meters)                     COMP
 AH6180  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6180  ELLIP HEIGHT-         -22.898 (meters)          (02/10/07) ADJUSTED
 AH6180  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6180
 AH6180  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6180  Type    PID    Designation                      North   East  Ellip
 AH6180  -------------------------------------------------------------------
 AH6180  NETWORK AH6180 BBLUB 22                          1.14   1.02   2.59
 AH6180  -------------------------------------------------------------------
 AH6180
 AH6180.The horizontal coordinates were established by GPS observations
 AH6180.and adjusted by the National Geodetic Survey in February 2007.
 AH6180
 AH6180.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6180.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6180.The horizontal coordinates are valid at the epoch date displayed above.
 AH6180.The epoch date for horizontal control is a decimal equivalence
 AH6180.of Year/Month/Day.
 AH6180
 AH6180.The orthometric height was determined by GPS observations and a
 AH6180.high-resolution geoid model.
 AH6180 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6180 ** and geoid heights are valid at the date of observation. These heights
 AH6180 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,152.981 1,053,479.448   MT  0.99993944   +0 16 34.8
 AH6180;SPC LA S     -   436,852.74  3,456,290.49   sFT  0.99993944   +0 16 34.8
 AH6180;UTM  15      - 3,287,614.941   714,716.314   MT  1.00016887   +1 06 00.0
 AH6180
 AH6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6180!SPC LA S     -   1.00000360  x   0.99993944  =   0.99994304
 AH6180!UTM  15      -   1.00000360  x   1.00016887  =   1.00017247
 AH6180
 AH6180                          SUPERSEDED SURVEY CONTROL
 AH6180
 AH6180  ELLIP H (02/21/02)  -22.874  (m)                       GP(       ) 5 1
 AH6180  NAD 83(1992)-  29 42 00.33320(N)    090 46 50.45385(W) AD(       ) 1
 AH6180  ELLIP H (12/17/98)  -22.852  (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 = MARCH 13, 2009
 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(2007)-  29 42 26.31244(N)    090 46 32.38132(W)     ADJUSTED  
 AH6494* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6494  **This station is located in a suspected subsidence area (see below).
 AH6494  ___________________________________________________________________
 AH6494  EPOCH DATE  -        2002.00
 AH6494  X           -     -75,056.774 (meters)                     COMP
 AH6494  Y           -  -5,543,879.320 (meters)                     COMP
 AH6494  Z           -   3,142,223.104 (meters)                     COMP
 AH6494  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6494  ELLIP HEIGHT-         -22.814 (meters)          (02/10/07) ADJUSTED
 AH6494  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6494
 AH6494  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6494  Type    PID    Designation                      North   East  Ellip
 AH6494  -------------------------------------------------------------------
 AH6494  NETWORK AH6494 BBLUB 23                          1.51   1.31   3.70
 AH6494  -------------------------------------------------------------------
 AH6494
 AH6494.The horizontal coordinates were established by GPS observations
 AH6494.and adjusted by the National Geodetic Survey in February 2007.
 AH6494
 AH6494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6494.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6494.The horizontal coordinates are valid at the epoch date displayed above.
 AH6494.The epoch date for horizontal control is a decimal equivalence
 AH6494.of Year/Month/Day.
 AH6494
 AH6494.The orthometric height was determined by GPS observations and a
 AH6494.high-resolution geoid model.
 AH6494 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6494 ** and geoid heights are valid at the date of observation. These heights
 AH6494 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,955.198 1,053,961.363   MT  0.99993879   +0 16 43.8
 AH6494;SPC LA S     -   439,484.68  3,457,871.57   sFT  0.99993879   +0 16 43.8
 AH6494;UTM  15      - 3,288,424.190   715,186.755   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 51.6
 AH6494:UTM  15      -  BBLUB 24                                 344 50 25.5
 AH6494
 AH6494|---------------------------------------------------------------------|
 AH6494| PID    Reference Object                     Distance      Geod. Az  |
 AH6494|                                                           dddmmss.s |
 AH6494| AH6179 BBLUB 24                            APPROX. 0.7 KM 3455635.4 |
 AH6494|---------------------------------------------------------------------|
 AH6494
 AH6494                          SUPERSEDED SURVEY CONTROL
 AH6494
 AH6494  ELLIP H (02/21/02)  -22.796  (m)                       GP(       ) 5 1
 AH6494  NAD 83(1992)-  29 42 26.31222(N)    090 46 32.38047(W) AD(       ) 1
 AH6494  ELLIP H (12/17/98)  -22.759  (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 = MARCH 13, 2009
 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(2007)-  29 42 47.17510(N)    090 46 38.36532(W)     ADJUSTED  
 AH6179* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6179  **This station is located in a suspected subsidence area (see below).
 AH6179  ___________________________________________________________________
 AH6179  EPOCH DATE  -        2002.00
 AH6179  X           -     -75,213.288 (meters)                     COMP
 AH6179  Y           -  -5,543,558.721 (meters)                     COMP
 AH6179  Z           -   3,142,780.995 (meters)                     COMP
 AH6179  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6179  ELLIP HEIGHT-         -22.902 (meters)          (02/10/07) ADJUSTED
 AH6179  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH6179
 AH6179  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6179  Type    PID    Designation                      North   East  Ellip
 AH6179  -------------------------------------------------------------------
 AH6179  NETWORK AH6179 BBLUB 24                          1.18   1.12   2.72
 AH6179  -------------------------------------------------------------------
 AH6179
 AH6179.The horizontal coordinates were established by GPS observations
 AH6179.and adjusted by the National Geodetic Survey in February 2007.
 AH6179
 AH6179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6179.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6179.The horizontal coordinates are valid at the epoch date displayed above.
 AH6179.The epoch date for horizontal control is a decimal equivalence
 AH6179.of Year/Month/Day.
 AH6179
 AH6179.The orthometric height was determined by GPS observations and a
 AH6179.high-resolution geoid model.
 AH6179 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6179 ** and geoid heights are valid at the date of observation. These heights
 AH6179 ** must always be validated when used as control.
 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 more information.
 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
 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     -   134,596.751 1,053,797.408   MT  0.99993828   +0 16 40.8
 AH6179;SPC LA S     -   441,589.51  3,457,333.66   sFT  0.99993828   +0 16 40.8
 AH6179;UTM  15      - 3,289,063.468   715,013.550   MT  1.00017045   +1 06 07.6
 AH6179
 AH6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6179!SPC LA S     -   1.00000360  x   0.99993828  =   0.99994188
 AH6179!UTM  15      -   1.00000360  x   1.00017045  =   1.00017405
 AH6179
 AH6179:                Primary Azimuth Mark                     Grid Az
 AH6179:SPC LA S     -  BBLUB 23                                 165 39 51.7
 AH6179:UTM  15      -  BBLUB 23                                 164 50 24.9
 AH6179
 AH6179|---------------------------------------------------------------------|
 AH6179| PID    Reference Object                     Distance      Geod. Az  |
 AH6179|                                                           dddmmss.s |
 AH6179| AH6494 BBLUB 23                            APPROX. 0.7 KM 1655632.5 |
 AH6179|---------------------------------------------------------------------|
 AH6179
 AH6179                          SUPERSEDED SURVEY CONTROL
 AH6179
 AH6179  ELLIP H (02/21/02)  -22.885  (m)                       GP(       ) 5 1
 AH6179  NAD 83(1992)-  29 42 47.17480(N)    090 46 38.36443(W) AD(       ) 1
 AH6179  ELLIP H (12/17/98)  -22.843  (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 = MARCH 13, 2009
 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(2007)-  29 43 08.10938(N)    090 46 50.05929(W)     ADJUSTED  
 AH6187* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6187  **This station is located in a suspected subsidence area (see below).
 AH6187  ___________________________________________________________________
 AH6187  EPOCH DATE  -        2002.00
 AH6187  X           -     -75,523.223 (meters)                     COMP
 AH6187  Y           -  -5,543,235.088 (meters)                     COMP
 AH6187  Z           -   3,143,340.888 (meters)                     COMP
 AH6187  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6187  ELLIP HEIGHT-         -22.749 (meters)          (02/10/07) ADJUSTED
 AH6187  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH6187
 AH6187  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6187  Type    PID    Designation                      North   East  Ellip
 AH6187  -------------------------------------------------------------------
 AH6187  NETWORK AH6187 BBLUB 25                          1.04   1.10   2.65
 AH6187  -------------------------------------------------------------------
 AH6187
 AH6187.The horizontal coordinates were established by GPS observations
 AH6187.and adjusted by the National Geodetic Survey in February 2007.
 AH6187
 AH6187.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6187.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6187.The horizontal coordinates are valid at the epoch date displayed above.
 AH6187.The epoch date for horizontal control is a decimal equivalence
 AH6187.of Year/Month/Day.
 AH6187
 AH6187.The orthometric height was determined by GPS observations and a
 AH6187.high-resolution geoid model.
 AH6187 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6187 ** and geoid heights are valid at the date of observation. These heights
 AH6187 ** must always be validated when used as control.
 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 more information.
 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
 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     -   135,239.771 1,053,480.006   MT  0.99993778   +0 16 35.0
 AH6187;SPC LA S     -   443,699.15  3,456,292.32   sFT  0.99993778   +0 16 35.0
 AH6187;UTM  15      - 3,289,702.003   714,686.855   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 (02/21/02)  -22.728  (m)                       GP(       ) 5 1
 AH6187  NAD 83(1992)-  29 43 08.10918(N)    090 46 50.05845(W) AD(       ) 1
 AH6187  ELLIP H (12/17/98)  -22.695  (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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2441  **This station is located in a suspected subsidence area (see below).
 AU2441  ___________________________________________________________________
 AU2441  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2441  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2441 ** and geoid heights are valid at the date of observation. These heights
 AU2441 ** must always be validated when used as control.
 AU2441 ** The orthometric height has not been validated since last determined
 AU2441 ** by differential leveling and should not be used for control purposes.
 AU2441 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2441 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2441 ** epoch indicated which incorporates improved geoid heights for the
 AU2441 ** Southern Louisiana Subsidence area.
 AU2441 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0956  **This station is located in a suspected subsidence area (see below).
 AT0956  ___________________________________________________________________
 AT0956  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AT0956  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0730  **This station is located in a suspected subsidence area (see below).
 AV0730  ___________________________________________________________________
 AV0730  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AV0730  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0730 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0730 ** and geoid heights are valid at the date of observation. These heights
 AV0730 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1323  **This station is located in a suspected subsidence area (see below).
 AT1323  ___________________________________________________________________
 AT1323  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AT1323  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4741  **This station is located in a suspected subsidence area (see below).
 BJ4741  ___________________________________________________________________
 BJ4741  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BJ4741  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4741 ** and geoid heights are valid at the date of observation. These heights
 BJ4741 ** must always be validated when used as control.
 BJ4741 ** The orthometric height has not been validated since last determined
 BJ4741 ** by differential leveling and should not be used for control purposes.
 BJ4741 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4741 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4741 ** epoch indicated which incorporates improved geoid heights for the
 BJ4741 ** Southern Louisiana Subsidence area.
 BJ4741 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4230  **This station is located in a suspected subsidence area (see below).
 BJ4230  ___________________________________________________________________
 BJ4230  X           -     -18,935.114 (meters)                     COMP
 BJ4230  Y           -  -5,502,183.942 (meters)                     COMP
 BJ4230  Z           -   3,215,016.646 (meters)                     COMP
 BJ4230  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ4230  ELLIP HEIGHT-         -19.676 (meters)          (01/02/04) ADJUSTED
 BJ4230  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4230 ** and geoid heights are valid at the date of observation. These heights
 BJ4230 ** must always be validated when used as control.
 BJ4230 ** The orthometric height has not been validated since last determined
 BJ4230 ** by differential leveling and should not be used for control purposes.
 BJ4230 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4230 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4230 ** epoch indicated which incorporates improved geoid heights for the
 BJ4230 ** Southern Louisiana Subsidence area.
 BJ4230 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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)  -19.604  (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 - February 09, 2007
 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  HISTORY     - 20070209 GOOD             INDIV
 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.
 BJ4230
 BJ4230                          STATION RECOVERY (2007)
 BJ4230
 BJ4230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CRD)
 BJ4230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3271  **This station is located in a suspected subsidence area (see below).
 BJ3271  ___________________________________________________________________
 BJ3271  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BJ3271  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3271  DYNAMIC HT  -           7.3   (meters)      24.    (feet)  COMP
 BJ3271  MODELED GRAV-     979,357.8   (mgal)                       NAVD 88
 BJ3271
 BJ3271  HORZ ORDER  -  SECOND
 BJ3271  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3271 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3271 ** and geoid heights are valid at the date of observation. These heights
 BJ3271 ** must always be validated when used as control.
 BJ3271 ** The orthometric height has not been validated since last determined
 BJ3271 ** by differential leveling and should not be used for control purposes.
 BJ3271 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3271 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3271 ** epoch indicated which incorporates improved geoid heights for the
 BJ3271 ** Southern Louisiana Subsidence area.
 BJ3271 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3271.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3272* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3272  **This station is located in a suspected subsidence area (see below).
 BJ3272  ___________________________________________________________________
 BJ3272  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ3272  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3272  DYNAMIC HT  -           7.4   (meters)      24.    (feet)  COMP
 BJ3272  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3272
 BJ3272  HORZ ORDER  -  SECOND
 BJ3272  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3272 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3272 ** and geoid heights are valid at the date of observation. These heights
 BJ3272 ** must always be validated when used as control.
 BJ3272 ** The orthometric height has not been validated since last determined
 BJ3272 ** by differential leveling and should not be used for control purposes.
 BJ3272 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3272 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3272 ** epoch indicated which incorporates improved geoid heights for the
 BJ3272 ** Southern Louisiana Subsidence area.
 BJ3272 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3272.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3274* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3274  **This station is located in a suspected subsidence area (see below).
 BJ3274  ___________________________________________________________________
 BJ3274  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BJ3274  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BJ3274  DYNAMIC HT  -           7.4   (meters)      24.    (feet)  COMP
 BJ3274  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 BJ3274
 BJ3274  HORZ ORDER  -  SECOND
 BJ3274  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3274 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3274 ** and geoid heights are valid at the date of observation. These heights
 BJ3274 ** must always be validated when used as control.
 BJ3274 ** The orthometric height has not been validated since last determined
 BJ3274 ** by differential leveling and should not be used for control purposes.
 BJ3274 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3274 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3274 ** epoch indicated which incorporates improved geoid heights for the
 BJ3274 ** Southern Louisiana Subsidence area.
 BJ3274 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3274.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3437  **This station is located in a suspected subsidence area (see below).
 AU3437  ___________________________________________________________________
 AU3437  X           -    -181,576.446 (meters)                     COMP
 AU3437  Y           -  -5,541,169.755 (meters)                     COMP
 AU3437  Z           -   3,142,644.711 (meters)                     COMP
 AU3437  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3437  ELLIP HEIGHT-         -25.286 (meters)          (01/21/93) ADJUSTED
 AU3437  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3437 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3437 ** and geoid heights are valid at the date of observation. These heights
 AU3437 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3030  **This station is located in a suspected subsidence area (see below).
 BK3030  ___________________________________________________________________
 BK3030  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3030  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3030 ** and geoid heights are valid at the date of observation. These heights
 BK3030 ** must always be validated when used as control.
 BK3030 ** The orthometric height has not been validated since last determined
 BK3030 ** by differential leveling and should not be used for control purposes.
 BK3030 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3030 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3030 ** epoch indicated which incorporates improved geoid heights for the
 BK3030 ** Southern Louisiana Subsidence area.
 BK3030 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1286  **This station is located in a suspected subsidence area (see below).
 AT1286  ___________________________________________________________________
 AT1286  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AT1286  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1286 ** and geoid heights are valid at the date of observation. These heights
 AT1286 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1284  **This station is located in a suspected subsidence area (see below).
 AT1284  ___________________________________________________________________
 AT1284  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AT1284  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1284 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1284 ** and geoid heights are valid at the date of observation. These heights
 AT1284 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3031  **This station is located in a suspected subsidence area (see below).
 BK3031  ___________________________________________________________________
 BK3031  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3031  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3032  **This station is located in a suspected subsidence area (see below).
 BK3032  ___________________________________________________________________
 BK3032  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BK3032  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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           -    -359,155.430 (meters)                     COMP
 CQ3498  Y           -  -5,357,990.696 (meters)                     COMP
 CQ3498  Z           -   3,429,964.652 (meters)                     COMP
 CQ3498  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CQ3498  ELLIP HEIGHT-          29.033 (meters)          (02/21/02) ADJUSTED
 CQ3498  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 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)   28.938  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2586  **This station is located in a suspected 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 was scaled from a topographic map.
 BK2586 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2586 ** and geoid heights are valid at the date of observation. These heights
 BK2586 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2935  **This station is located in a suspected subsidence area (see below).
 BK2935  ___________________________________________________________________
 BK2935  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BK2935  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK2935 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2935 ** and geoid heights are valid at the date of observation. These heights
 BK2935 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1350  **This station is located in a suspected subsidence area (see below).
 AT1350  ___________________________________________________________________
 AT1350  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1350  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1350 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1350 ** and geoid heights are valid at the date of observation. These heights
 AT1350 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2955  **This station is located in a suspected subsidence area (see below).
 AU2955  ___________________________________________________________________
 AU2955  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU2955  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2955 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2955 ** and geoid heights are valid at the date of observation. These heights
 AU2955 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1356  **This station is located in a suspected subsidence area (see below).
 AT1356  ___________________________________________________________________
 AT1356  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1356  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1356 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1356 ** and geoid heights are valid at the date of observation. These heights
 AT1356 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2742  **This station is located in a suspected subsidence area (see below).
 AU2742  ___________________________________________________________________
 AU2742  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2742  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1361  **This station is located in a suspected subsidence area (see below).
 AT1361  ___________________________________________________________________
 AT1361  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AT1361  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2757  **This station is located in a suspected subsidence area (see below).
 AU2757  ___________________________________________________________________
 AU2757  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU2757  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1349  **This station is located in a suspected subsidence area (see below).
 AT1349  ___________________________________________________________________
 AT1349  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1349  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1344  **This station is located in a suspected subsidence area (see below).
 AT1344  ___________________________________________________________________
 AT1344  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AT1344  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1385  **This station is located in a suspected subsidence area (see below).
 AT1385  ___________________________________________________________________
 AT1385  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1385  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0645  **This station is located in a suspected subsidence area (see below).
 AV0645  ___________________________________________________________________
 AV0645  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AV0645  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2398  **This station is located in a suspected subsidence area (see below).
 AU2398  ___________________________________________________________________
 AU2398  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2398  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2398 ** and geoid heights are valid at the date of observation. These heights
 AU2398 ** must always be validated when used as control.
 AU2398 ** The orthometric height has not been validated since last determined
 AU2398 ** by differential leveling and should not be used for control purposes.
 AU2398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2398 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2398 ** epoch indicated which incorporates improved geoid heights for the
 AU2398 ** Southern Louisiana Subsidence area.
 AU2398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2471  **This station is located in a suspected subsidence area (see below).
 AU2471  ___________________________________________________________________
 AU2471  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AU2471  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2396  **This station is located in a suspected subsidence area (see below).
 AU2396  ___________________________________________________________________
 AU2396  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AU2396  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0650  **This station is located in a suspected subsidence area (see below).
 AV0650  ___________________________________________________________________
 AV0650  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0650  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0650 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0650 ** and geoid heights are valid at the date of observation. These heights
 AV0650 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 54 24.25032(N)    091 13 00.16708(W)     ADJUSTED  
 AU3251* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3251  **This station is located in a suspected subsidence area (see below).
 AU3251  ___________________________________________________________________
 AU3251  EPOCH DATE  -        2002.00
 AU3251  X           -    -117,496.488 (meters)                     COMP
 AU3251  Y           -  -5,532,151.336 (meters)                     COMP
 AU3251  Z           -   3,161,404.882 (meters)                     COMP
 AU3251  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AU3251  ELLIP HEIGHT-         -22.650 (meters)          (02/10/07) ADJUSTED
 AU3251  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AU3251
 AU3251  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3251  Type    PID    Designation                      North   East  Ellip
 AU3251  -------------------------------------------------------------------
 AU3251  NETWORK AU3251 BELLE RIVER                       8.88  10.11  14.48
 AU3251  -------------------------------------------------------------------
 AU3251
 AU3251.The horizontal coordinates were established by GPS observations
 AU3251.and adjusted by the National Geodetic Survey in February 2007.
 AU3251
 AU3251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3251.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3251.The horizontal coordinates are valid at the epoch date displayed above.
 AU3251.The epoch date for horizontal control is a decimal equivalence
 AU3251.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3251 ** and geoid heights are valid at the date of observation. These heights
 AU3251 ** must always be validated when used as control.
 AU3251 ** The orthometric height has not been validated since last determined
 AU3251 ** by differential leveling and should not be used for control purposes.
 AU3251 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3251 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3251 ** epoch indicated which incorporates improved geoid heights for the
 AU3251 ** Southern Louisiana Subsidence area.
 AU3251 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   155,934.460 1,011,261.938   MT  0.99992709   +0 03 29.9
 AU3251;SPC LA S     -   511,594.97  3,317,781.87   sFT  0.99992709   +0 03 29.9
 AU3251;UTM  15      - 3,309,787.189   672,168.574   MT  0.99996573   +0 53 21.7
 AU3251
 AU3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3251!SPC LA S     -   1.00000356  x   0.99992709  =   0.99993065
 AU3251!UTM  15      -   1.00000356  x   0.99996573  =   0.99996929
 AU3251
 AU3251                          SUPERSEDED SURVEY CONTROL
 AU3251
 AU3251  ELLIP H (07/18/02)  -22.719  (m)                       GP(       ) 4 2
 AU3251  NAD 83(1992)-  29 54 24.24860(N)    091 13 00.16522(W) AD(       ) 1
 AU3251  ELLIP H (01/21/93)  -22.651  (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     3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0370  **This station is located in a suspected subsidence area (see below).
 BK0370  ___________________________________________________________________
 BK0370  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK0370  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0370 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0370 ** and geoid heights are valid at the date of observation. These heights
 BK0370 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1296  **This station is located in a suspected subsidence area (see below).
 AT1296  ___________________________________________________________________
 AT1296  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AT1296  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1296 ** and geoid heights are valid at the date of observation. These heights
 AT1296 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2930  **This station is located in a suspected subsidence area (see below).
 AU2930  ___________________________________________________________________
 AU2930  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AU2930  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2930 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2930 ** and geoid heights are valid at the date of observation. These heights
 AU2930 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5045  **This station is located in a suspected subsidence area (see below).
 BJ5045  ___________________________________________________________________
 BJ5045  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ5045  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5045 ** and geoid heights are valid at the date of observation. These heights
 BJ5045 ** must always be validated when used as control.
 BJ5045 ** The orthometric height has not been validated since last determined
 BJ5045 ** by differential leveling and should not be used for control purposes.
 BJ5045 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5045 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5045 ** epoch indicated which incorporates improved geoid heights for the
 BJ5045 ** Southern Louisiana Subsidence area.
 BJ5045 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3089  **This station is located in a suspected subsidence area (see below).
 AU3089  ___________________________________________________________________
 AU3089  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU3089  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3089 ** and geoid heights are valid at the date of observation. These heights
 AU3089 ** must always be validated when used as control.
 AU3089 ** The orthometric height has not been validated since last determined
 AU3089 ** by differential leveling and should not be used for control purposes.
 AU3089 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3089 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3089 ** epoch indicated which incorporates improved geoid heights for the
 AU3089 ** Southern Louisiana Subsidence area.
 AU3089 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1373  **This station is located in a suspected subsidence area (see below).
 AT1373  ___________________________________________________________________
 AT1373  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AT1373  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1373 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1373 ** and geoid heights are valid at the date of observation. These heights
 AT1373 ** must always be validated when used as control.
 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 more information.
 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
 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 2092948.0 |
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0575  **This station is located in a suspected subsidence area (see below).
 BK0575  ___________________________________________________________________
 BK0575  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK0575  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0575 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0575 ** and geoid heights are valid at the date of observation. These heights
 BK0575 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1056  **This station is located in a suspected subsidence area (see below).
 AT1056  ___________________________________________________________________
 AT1056  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT1056  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1056 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1056 ** and geoid heights are valid at the date of observation. These heights
 AT1056 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3286  ___________________________________________________________________
 CQ3286  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CQ3286  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2325  **This station is located in a suspected subsidence area (see below).
 AU2325  ___________________________________________________________________
 AU2325  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AU2325  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2325 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2325 ** and geoid heights are valid at the date of observation. These heights
 AU2325 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0614  **This station is located in a suspected subsidence area (see below).
 AV0614  ___________________________________________________________________
 AV0614  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AV0614  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0614 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0614 ** and geoid heights are valid at the date of observation. These heights
 AV0614 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2896  ___________________________________________________________________
 CQ2896  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CQ2896  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0803  **This station is located in a suspected subsidence area (see below).
 AV0803  ___________________________________________________________________
 AV0803  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AV0803  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0803 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0803 ** and geoid heights are valid at the date of observation. These heights
 AV0803 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0134  **This station is located in a suspected subsidence area (see below).
 BK0134  ___________________________________________________________________
 BK0134  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK0134  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0134 ** and geoid heights are valid at the date of observation. These heights
 BK0134 ** must always be validated when used as control.
 BK0134 ** The orthometric height has not been validated since last determined
 BK0134 ** by differential leveling and should not be used for control purposes.
 BK0134 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK0134 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0134 ** epoch indicated which incorporates improved geoid heights for the
 BK0134 ** Southern Louisiana Subsidence area.
 BK0134 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0139  **This station is located in a suspected subsidence area (see below).
 BK0139  ___________________________________________________________________
 BK0139  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK0139  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0139 ** and geoid heights are valid at the date of observation. These heights
 BK0139 ** must always be validated when used as control.
 BK0139 ** The orthometric height has not been validated since last determined
 BK0139 ** by differential leveling and should not be used for control purposes.
 BK0139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK0139 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0139 ** epoch indicated which incorporates improved geoid heights for the
 BK0139 ** Southern Louisiana Subsidence area.
 BK0139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0932  **This station is located in a suspected subsidence area (see below).
 AV0932  ___________________________________________________________________
 AV0932  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0932  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0932 ** and geoid heights are valid at the date of observation. These heights
 AV0932 ** must always be validated when used as control.
 AV0932 ** The orthometric height has not been validated since last determined
 AV0932 ** by differential leveling and should not be used for control purposes.
 AV0932 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0932 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0932 ** epoch indicated which incorporates improved geoid heights for the
 AV0932 ** Southern Louisiana Subsidence area.
 AV0932 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3473  **This station is located in a suspected subsidence area (see below).
 AU3473  ___________________________________________________________________
 AU3473  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AU3473  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3473 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3473 ** and geoid heights are valid at the date of observation. These heights
 AU3473 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3474* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3474  **This station is located in a suspected subsidence area (see below).
 AU3474  ___________________________________________________________________
 AU3474  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AU3474  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3474 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3474 ** and geoid heights are valid at the date of observation. These heights
 AU3474 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2374  **This station is located in a suspected subsidence area (see below).
 AU2374  ___________________________________________________________________
 AU2374  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2374  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3475  **This station is located in a suspected subsidence area (see below).
 AU3475  ___________________________________________________________________
 AU3475  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU3475  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3475 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3475 ** and geoid heights are valid at the date of observation. These heights
 AU3475 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3476  **This station is located in a suspected subsidence area (see below).
 AU3476  ___________________________________________________________________
 AU3476  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU3476  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3476 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3476 ** and geoid heights are valid at the date of observation. These heights
 AU3476 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0759  **This station is located in a suspected subsidence area (see below).
 AV0759  ___________________________________________________________________
 AV0759  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0759  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0759 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0759 ** and geoid heights are valid at the date of observation. These heights
 AV0759 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1012  **This station is located in a suspected subsidence area (see below).
 AT1012  ___________________________________________________________________
 AT1012  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AT1012  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1012 ** and geoid heights are valid at the date of observation. These heights
 AT1012 ** must always be validated when used as control.
 AT1012 ** The orthometric height has not been validated since last determined
 AT1012 ** by differential leveling and should not be used for control purposes.
 AT1012 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1012 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1012 ** epoch indicated which incorporates improved geoid heights for the
 AT1012 ** Southern Louisiana Subsidence area.
 AT1012 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4277  **This station is located in a suspected subsidence area (see below).
 BJ4277  ___________________________________________________________________
 BJ4277  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4277  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4277 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4277 ** and geoid heights are valid at the date of observation. These heights
 BJ4277 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1183  **This station is located in a suspected subsidence area (see below).
 AT1183  ___________________________________________________________________
 AT1183  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AT1183  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1183 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1183 ** and geoid heights are valid at the date of observation. These heights
 AT1183 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2841  ___________________________________________________________________
 BX2841  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BX2841  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2393  **This station is located in a suspected subsidence area (see below).
 AU2393  ___________________________________________________________________
 AU2393  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU2393  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2393 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2393 ** and geoid heights are valid at the date of observation. These heights
 AU2393 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  30 09 45.13086(N)    093 16 58.33636(W)     ADJUSTED  
 BK3279* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3279  **This station is located in a suspected subsidence area (see below).
 BK3279  ___________________________________________________________________
 BK3279  EPOCH DATE  -        2002.00
 BK3279  X           -    -316,060.493 (meters)                     COMP
 BK3279  Y           -  -5,510,149.507 (meters)                     COMP
 BK3279  Z           -   3,185,953.744 (meters)                     COMP
 BK3279  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3279  ELLIP HEIGHT-         -21.977 (meters)          (02/10/07) ADJUSTED
 BK3279  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BK3279
 BK3279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3279  Type    PID    Designation                      North   East  Ellip
 BK3279  -------------------------------------------------------------------
 BK3279  NETWORK BK3279 BIG LAKE                          1.69   1.31   3.39
 BK3279  -------------------------------------------------------------------
 BK3279
 BK3279.The horizontal coordinates were established by GPS observations
 BK3279.and adjusted by the National Geodetic Survey in February 2007.
 BK3279
 BK3279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3279.The horizontal coordinates are valid at the epoch date displayed above.
 BK3279.The epoch date for horizontal control is a decimal equivalence
 BK3279.of Year/Month/Day.
 BK3279
 BK3279.The orthometric height was determined by GPS observations and a
 BK3279.high-resolution geoid model.
 BK3279 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3279 ** and geoid heights are valid at the date of observation. These heights
 BK3279 ** must always be validated when used as control.
 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 more information.
 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
 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     -   185,880.245   812,225.889   MT  0.99992971   -0 58 29.3
 BK3279;SPC LA S     -   609,842.10  2,664,777.77   sFT  0.99992971   -0 58 29.3
 BK3279;UTM  15      - 3,336,829.703   472,762.240   MT  0.99960915   -0 08 31.7
 BK3279
 BK3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3279!SPC LA S     -   1.00000345  x   0.99992971  =   0.99993316
 BK3279!UTM  15      -   1.00000345  x   0.99960915  =   0.99961260
 BK3279
 BK3279                          SUPERSEDED SURVEY CONTROL
 BK3279
 BK3279  ELLIP H (02/20/02)  -21.917  (m)                       GP(       ) 4 1
 BK3279  NAD 83(1992)-  30 09 45.12793(N)    093 16 58.33164(W) AD(       ) 1
 BK3279  ELLIP H (01/13/95)  -21.817  (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)  -21.847  (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     3  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3280* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3280  **This station is located in a suspected subsidence area (see below).
 BK3280  ___________________________________________________________________
 BK3280  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3280  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK3280 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3280 ** and geoid heights are valid at the date of observation. These heights
 BK3280 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0754  **This station is located in a suspected subsidence area (see below).
 AV0754  ___________________________________________________________________
 AV0754  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0754  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0754 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0754 ** and geoid heights are valid at the date of observation. These heights
 AV0754 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1244  **This station is located in a suspected subsidence area (see below).
 AT1244  ___________________________________________________________________
 AT1244  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AT1244  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1244 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1244 ** and geoid heights are valid at the date of observation. These heights
 AT1244 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1245  **This station is located in a suspected subsidence area (see below).
 AT1245  ___________________________________________________________________
 AT1245  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AT1245  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1245 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1245 ** and geoid heights are valid at the date of observation. These heights
 AT1245 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0881  **This station is located in a suspected subsidence area (see below).
 AT0881  ___________________________________________________________________
 AT0881  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT0881  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0881 ** and geoid heights are valid at the date of observation. These heights
 AT0881 ** must always be validated when used as control.
 AT0881 ** The orthometric height has not been validated since last determined
 AT0881 ** by differential leveling and should not be used for control purposes.
 AT0881 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0881 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0881 ** epoch indicated which incorporates improved geoid heights for the
 AT0881 ** Southern Louisiana Subsidence area.
 AT0881 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1217  **This station is located in a suspected subsidence area (see below).
 AT1217  ___________________________________________________________________
 AT1217  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AT1217  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1217 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1217 ** and geoid heights are valid at the date of observation. These heights
 AT1217 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1106  **This station is located in a suspected subsidence area (see below).
 AT1106  ___________________________________________________________________
 AT1106  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AT1106  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1106 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1106 ** and geoid heights are valid at the date of observation. These heights
 AT1106 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0881  **This station is located in a suspected subsidence area (see below).
 AV0881  ___________________________________________________________________
 AV0881  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0881  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0881 ** and geoid heights are valid at the date of observation. These heights
 AV0881 ** must always be validated when used as control.
 AV0881 ** The orthometric height has not been validated since last determined
 AV0881 ** by differential leveling and should not be used for control purposes.
 AV0881 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0881 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0881 ** epoch indicated which incorporates improved geoid heights for the
 AV0881 ** Southern Louisiana Subsidence area.
 AV0881 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  30 07 02.49529(N)    093 16 58.16114(W)     ADJUSTED  
 BK3281* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3281  **This station is located in a suspected subsidence area (see below).
 BK3281  ___________________________________________________________________
 BK3281  EPOCH DATE  -        2002.00
 BK3281  X           -    -316,199.642 (meters)                     COMP
 BK3281  Y           -  -5,512,657.303 (meters)                     COMP
 BK3281  Z           -   3,181,621.091 (meters)                     COMP
 BK3281  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK3281  ELLIP HEIGHT-         -25.384 (meters)          (02/10/07) ADJUSTED
 BK3281  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3281
 BK3281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3281  Type    PID    Designation                      North   East  Ellip
 BK3281  -------------------------------------------------------------------
 BK3281  NETWORK BK3281 BLACK BAYOU CEM                   1.82   1.39   3.53
 BK3281  -------------------------------------------------------------------
 BK3281
 BK3281.The horizontal coordinates were established by GPS observations
 BK3281.and adjusted by the National Geodetic Survey in February 2007.
 BK3281
 BK3281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3281.The horizontal coordinates are valid at the epoch date displayed above.
 BK3281.The epoch date for horizontal control is a decimal equivalence
 BK3281.of Year/Month/Day.
 BK3281
 BK3281.The orthometric height was determined by GPS observations and a
 BK3281.high-resolution geoid model.
 BK3281 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3281 ** and geoid heights are valid at the date of observation. These heights
 BK3281 ** must always be validated when used as control.
 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 more information.
 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
 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     -   180,873.210   812,145.385   MT  0.99992780   -0 58 29.2
 BK3281;SPC LA S     -   593,414.86  2,664,513.65   sFT  0.99992780   -0 58 29.2
 BK3281;UTM  15      - 3,331,823.627   472,754.519   MT  0.99960916   -0 08 30.9
 BK3281
 BK3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3281!SPC LA S     -   1.00000399  x   0.99992780  =   0.99993179
 BK3281!UTM  15      -   1.00000399  x   0.99960916  =   0.99961314
 BK3281
 BK3281                          SUPERSEDED SURVEY CONTROL
 BK3281
 BK3281  ELLIP H (02/20/02)  -25.353  (m)                       GP(       ) 4 1
 BK3281  NAD 83(1992)-  30 07 02.49245(N)    093 16 58.15578(W) AD(       ) 1
 BK3281  ELLIP H (01/13/95)  -25.221  (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)  -25.227  (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     3  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3282* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3282  **This station is located in a suspected subsidence area (see below).
 BK3282  ___________________________________________________________________
 BK3282  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BK3282  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3282 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3282 ** and geoid heights are valid at the date of observation. These heights
 BK3282 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0794  **This station is located in a suspected subsidence area (see below).
 AV0794  ___________________________________________________________________
 AV0794  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AV0794  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2985  ___________________________________________________________________
 CQ2985  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CQ2985  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 AU2888 ***********************************************************************
 AU2888  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 48 13.74647(N)    090 25 42.08711(W)     ADJUSTED  
 AU2888* NAVD 88     -        -0.43   (meters)      -1.4    (feet)  GPS OBS(2006.81)
 AU2888  **This station is located in a suspected subsidence area (see below).
 AU2888  ___________________________________________________________________
 AU2888  EPOCH DATE  -        2002.00
 AU2888  X           -     -41,411.121 (meters)                     COMP
 AU2888  Y           -  -5,538,920.375 (meters)                     COMP
 AU2888  Z           -   3,151,508.840 (meters)                     COMP
 AU2888  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2888  ELLIP HEIGHT-         -26.090 (meters)          (03/12/08) ADJUSTED
 AU2888  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 AU2888  HORZ ORDER  -  A
 AU2888  ELLP ORDER  -  THIRD     CLASS I
 AU2888
 AU2888.The horizontal coordinates were established by GPS observations
 AU2888.and adjusted by the National Geodetic Survey in March 2008.
 AU2888
 AU2888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2888.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2888.The horizontal coordinates are valid at the epoch date displayed above.
 AU2888.The epoch date for horizontal control is a decimal equivalence
 AU2888.of Year/Month/Day.
 AU2888
 AU2888.The orthometric height was determined by GPS observations and a
 AU2888.high-resolution geoid model.
 AU2888 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2888 ** and geoid heights are valid at the date of observation. These heights
 AU2888 ** must always be validated when used as control.
 AU2888 ** The orthometric height was determined by GPS observations using
 AU2888 ** precise GPS observation and processing techniques and a new
 AU2888 ** realization of GEOID03. It supersedes any height that may have been
 AU2888 ** previously determined for this station.
 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
 AU2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2888
 AU2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2888
 AU2888.The ellipsoidal height was determined by GPS observations
 AU2888.and is referenced to NAD 83.
 AU2888
 AU2888.The geoid height was determined by GEOID03.
 AU2888
 AU2888;                    North         East     Units Scale Factor Converg.
 AU2888;SPC LA S     -   144,866.557 1,087,482.092   MT  0.99993162   +0 27 09.0
 AU2888;SPC LA S     -   475,283.03  3,567,847.50   sFT  0.99993162   +0 27 09.0
 AU2888;UTM  15      - 3,299,820.840   748,557.890   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 57.1
 AU2888:UTM  15      -  PARADIS BELL TEL MICROWAVE               044 49 22.3
 AU2888
 AU2888|---------------------------------------------------------------------|
 AU2888| PID    Reference Object                     Distance      Geod. Az  |
 AU2888|                                                           dddmmss.s |
 AU2888| AU2880 PARADIS BELL TEL MICROWAVE          APPROX. 0.9 KM 0460606.1 |
 AU2888| DD6365 BLAKE AZ MK                                        0892318.4 |
 AU2888| DD6366 BLAKE RM 1                           22.871 METERS 08929     |
 AU2888| AU2887 BLAKE LDH 1972 A POINT                6.944 METERS 09001     |
 AU2888| AU3492 BLAKE AZ MK 2                       APPROX. 0.5 KM 0910811.4 |
 AU2888| DD6367 BLAKE RM 2                           15.263 METERS 17846     |
 AU2888|---------------------------------------------------------------------|
 AU2888
 AU2888                          SUPERSEDED SURVEY CONTROL
 AU2888
 AU2888  NAD 83(1992)-  29 48 13.74529(N)    090 25 42.08590(W) AD(       ) 2
 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    3  
 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_STAMPING: BLAKE 1972
 AU2888_MARK LOGO: LADHGS
 AU2888_PROJECTION: FLUSH
 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 - April 20, 2006
 AU2888
 AU2888  HISTORY     - Date     Condition        Report By
 AU2888  HISTORY     - 1972     MONUMENTED       LADH
 AU2888  HISTORY     - 19801022 GOOD             NGS
 AU2888  HISTORY     - 20060420 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.
 AU2888
 AU2888                          STATION RECOVERY (2006)
 AU2888
 AU2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2888'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING--24.0 FT (7.3 M) NORTH
 AU2888'OF THE CENTERLINE OF PAVED PLEASANT VALLEY ST., 48.7 FT (14.8 M) WEST
 AU2888'OF THE WEST EDGE OF DRIVE TO 105 PLEASANT VALLEY ST., 50.0 FT (15.2 M)
 AU2888'SOUTH OF THE SOUTHWEST CORNER OF BRICK HOUSE, 5.8 FT (1.8 M) WEST OF A
 AU2888'6 INCH (15 CM) PVC SEWER CLEANOUT PIPE, AND 18.3 FT (5.6 M) EAST OF A
 AU2888'WATER METER VAULT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 AU3492* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3492  **This station is located in a suspected subsidence area (see below).
 AU3492  ___________________________________________________________________
 AU3492  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3492  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3492 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3492 ** and geoid heights are valid at the date of observation. These heights
 AU3492 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 20 50.22062(N)    090 50 00.05925(W)     ADJUSTED  
 AU3084* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3084  **This station is located in a suspected subsidence area (see below).
 AU3084  ___________________________________________________________________
 AU3084  EPOCH DATE  -        2002.00
 AU3084  X           -     -80,924.625 (meters)                     COMP
 AU3084  Y           -  -5,563,465.139 (meters)                     COMP
 AU3084  Z           -   3,107,498.800 (meters)                     COMP
 AU3084  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3084  ELLIP HEIGHT-         -24.233 (meters)          (02/10/07) ADJUSTED
 AU3084  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3084
 AU3084  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3084  Type    PID    Designation                      North   East  Ellip
 AU3084  -------------------------------------------------------------------
 AU3084  NETWORK AU3084 BLAN                              2.92   2.65   5.98
 AU3084  -------------------------------------------------------------------
 AU3084
 AU3084.The horizontal coordinates were established by GPS observations
 AU3084.and adjusted by the National Geodetic Survey in February 2007.
 AU3084
 AU3084.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3084.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3084.The horizontal coordinates are valid at the epoch date displayed above.
 AU3084.The epoch date for horizontal control is a decimal equivalence
 AU3084.of Year/Month/Day.
 AU3084
 AU3084.The orthometric height was determined by GPS observations and a
 AU3084.high-resolution geoid model.
 AU3084 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3084 ** and geoid heights are valid at the date of observation. These heights
 AU3084 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,024.508 1,048,553.490   MT  0.99999033   +0 14 60.0
 AU3084;SPC LA S     -   308,478.74  3,440,129.24   sFT  0.99999033   +0 14 60.0
 AU3084;UTM  15      - 3,248,412.467   710,348.566   MT  1.00014600   +1 03 44.2
 AU3084
 AU3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3084!SPC LA S     -   1.00000381  x   0.99999033  =   0.99999414
 AU3084!UTM  15      -   1.00000381  x   1.00014600  =   1.00014981
 AU3084
 AU3084:                Primary Azimuth Mark                     Grid Az
 AU3084:SPC LA S     -  ROSO                                     129 33 55.4
 AU3084:UTM  15      -  ROSO                                     128 45 11.2
 AU3084
 AU3084|---------------------------------------------------------------------|
 AU3084| PID    Reference Object                     Distance      Geod. Az  |
 AU3084|                                                           dddmmss.s |
 AU3084| AU3083 ROSO                                APPROX. 8.1 KM 1294855.4 |
 AU3084| AH6223 BLAN AZ MK                          457.217 METERS 1942058.3 |
 AU3084| DD6368 BLAN AZ MK RESET                                   19911     |
 AU3084| DD6371 BLAN RM 3                            11.166 METERS 23226     |
 AU3084| DD6370 BLAN RM 2                            21.905 METERS 23553     |
 AU3084| DD6369 BLAN RM 1                            33.269 METERS 31400     |
 AU3084|---------------------------------------------------------------------|
 AU3084
 AU3084                          SUPERSEDED SURVEY CONTROL
 AU3084
 AU3084  ELLIP H (02/21/02)  -24.201  (m)                       GP(       ) 5 1
 AU3084  NAD 83(1992)-  29 20 50.22073(N)    090 50 00.05813(W) AD(       ) 1
 AU3084  ELLIP H (12/17/98)  -24.199  (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 = MARCH 13, 2009
 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(2007)-  29 20 35.83403(N)    090 50 04.25977(W)     ADJUSTED  
 AH6223* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6223  **This station is located in a suspected subsidence area (see below).
 AH6223  ___________________________________________________________________
 AH6223  EPOCH DATE  -        2002.00
 AH6223  X           -     -81,041.098 (meters)                     COMP
 AH6223  Y           -  -5,563,681.462 (meters)                     COMP
 AH6223  Z           -   3,107,113.202 (meters)                     COMP
 AH6223  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6223  ELLIP HEIGHT-         -23.181 (meters)          (02/10/07) ADJUSTED
 AH6223  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 AH6223
 AH6223  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6223  Type    PID    Designation                      North   East  Ellip
 AH6223  -------------------------------------------------------------------
 AH6223  NETWORK AH6223 BLAN AZ MK                        1.51   1.33   3.41
 AH6223  -------------------------------------------------------------------
 AH6223
 AH6223.The horizontal coordinates were established by GPS observations
 AH6223.and adjusted by the National Geodetic Survey in February 2007.
 AH6223
 AH6223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6223.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6223.The horizontal coordinates are valid at the epoch date displayed above.
 AH6223.The epoch date for horizontal control is a decimal equivalence
 AH6223.of Year/Month/Day.
 AH6223
 AH6223.The orthometric height was determined by GPS observations and a
 AH6223.high-resolution geoid model.
 AH6223 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6223 ** and geoid heights are valid at the date of observation. These heights
 AH6223 ** must always be validated when used as control.
 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 more information.
 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
 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     -    93,581.069 1,048,442.110   MT  0.99999112   +0 14 57.9
 AH6223;SPC LA S     -   307,023.89  3,439,763.82   sFT  0.99999112   +0 14 57.9
 AH6223;UTM  15      - 3,247,967.425   710,243.466   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 58.4
 AH6223:UTM  15      -  BLAN                                     013 17 14.7
 AH6223
 AH6223|---------------------------------------------------------------------|
 AH6223| PID    Reference Object                     Distance      Geod. Az  |
 AH6223|                                                           dddmmss.s |
 AH6223| AU3084 BLAN                                457.217 METERS 0142056.3 |
 AH6223|---------------------------------------------------------------------|
 AH6223
 AH6223                          SUPERSEDED SURVEY CONTROL
 AH6223
 AH6223  ELLIP H (02/21/02)  -23.148  (m)                       GP(       ) 5 1
 AH6223  NAD 83(1992)-  29 20 35.83414(N)    090 50 04.25866(W) AD(       ) 1
 AH6223  ELLIP H (12/17/98)  -23.146  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3075  **This station is located in a suspected subsidence area (see below).
 BK3075  ___________________________________________________________________
 BK3075  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BK3075  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3075 ** and geoid heights are valid at the date of observation. These heights
 BK3075 ** must always be validated when used as control.
 BK3075 ** The orthometric height has not been validated since last determined
 BK3075 ** by differential leveling and should not be used for control purposes.
 BK3075 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3075 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3075 ** epoch indicated which incorporates improved geoid heights for the
 BK3075 ** Southern Louisiana Subsidence area.
 BK3075 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5108  **This station is located in a suspected subsidence area (see below).
 BJ5108  ___________________________________________________________________
 BJ5108  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BJ5108  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5108 ** and geoid heights are valid at the date of observation. These heights
 BJ5108 ** must always be validated when used as control.
 BJ5108 ** The orthometric height has not been validated since last determined
 BJ5108 ** by differential leveling and should not be used for control purposes.
 BJ5108 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5108 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5108 ** epoch indicated which incorporates improved geoid heights for the
 BJ5108 ** Southern Louisiana Subsidence area.
 BJ5108 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 DH3193 ***********************************************************************
 DH3193  HT_MOD      -  This is a 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(2007)-  29 24 28.66750(N)    089 36 34.05305(W)     ADJUSTED  
 DH3193* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3193  **This station is located in a suspected subsidence area (see below).
 DH3193  ___________________________________________________________________
 DH3193  EPOCH DATE  -        2002.00
 DH3193  X           -      37,903.075 (meters)                     COMP
 DH3193  Y           -  -5,560,628.995 (meters)                     COMP
 DH3193  Z           -   3,113,361.960 (meters)                     COMP
 DH3193  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH3193  ELLIP HEIGHT-         -19.687 (meters)          (02/10/07) ADJUSTED
 DH3193  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 DH3193
 DH3193  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3193  Type    PID    Designation                      North   East  Ellip
 DH3193  -------------------------------------------------------------------
 DH3193  NETWORK DH3193 BLD 119                           1.41   1.08   2.00
 DH3193  -------------------------------------------------------------------
 DH3193
 DH3193.The horizontal coordinates were established by GPS observations
 DH3193.and adjusted by the National Geodetic Survey in February 2007.
 DH3193
 DH3193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3193.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3193.The horizontal coordinates are valid at the epoch date displayed above.
 DH3193.The epoch date for horizontal control is a decimal equivalence
 DH3193.of Year/Month/Day.
 DH3193
 DH3193.The orthometric height was determined by GPS observations and a
 DH3193.high-resolution geoid model.
 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 has not been validated since last determined
 DH3193 ** by differential leveling and should not be used for control purposes.
 DH3193 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   101,902.783 1,167,298.763   MT  0.99997890   +0 51 43.1
 DH3193;SPC LA S     -   334,326.05  3,829,712.69   sFT  0.99997890   +0 51 43.1
 DH3193;UTM  16      - 3,256,018.255   246,797.622   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  NAD 83(1992)-  29 24 28.66769(N)    089 36 34.05292(W) AD(       ) B
 DH3193  ELLIP H (05/09/05)  -19.685  (m)                       GP(       ) 4 2
 DH3193
 DH3193.Superseded values are not recommended for survey control.
 DH3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3193.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 DH3211 ***********************************************************************
 DH3211  HT_MOD      -  This is a 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(2007)-  29 31 03.23715(N)    089 43 35.52394(W)     ADJUSTED  
 DH3211* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3211  **This station is located in a suspected subsidence area (see below).
 DH3211  ___________________________________________________________________
 DH3211  EPOCH DATE  -        2002.00
 DH3211  X           -      26,512.180 (meters)                     COMP
 DH3211  Y           -  -5,554,719.353 (meters)                     COMP
 DH3211  Z           -   3,123,939.467 (meters)                     COMP
 DH3211  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 DH3211  ELLIP HEIGHT-         -19.823 (meters)          (02/10/07) ADJUSTED
 DH3211  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 DH3211
 DH3211  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3211  Type    PID    Designation                      North   East  Ellip
 DH3211  -------------------------------------------------------------------
 DH3211  NETWORK DH3211 BLD 17                            1.41   1.12   1.98
 DH3211  -------------------------------------------------------------------
 DH3211
 DH3211.The horizontal coordinates were established by GPS observations
 DH3211.and adjusted by the National Geodetic Survey in February 2007.
 DH3211
 DH3211.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3211.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3211.The horizontal coordinates are valid at the epoch date displayed above.
 DH3211.The epoch date for horizontal control is a decimal equivalence
 DH3211.of Year/Month/Day.
 DH3211
 DH3211.The orthometric height was determined by GPS observations and a
 DH3211.high-resolution geoid model.
 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 has not been validated since last determined
 DH3211 ** by differential leveling and should not be used for control purposes.
 DH3211 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   113,884.833 1,155,767.258   MT  0.99996108   +0 48 12.3
 DH3211;SPC LA S     -   373,637.16  3,791,879.75   sFT  0.99996108   +0 48 12.3
 DH3211;UTM  16      - 3,268,429.319   235,717.765   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  NAD 83(1992)-  29 31 03.23727(N)    089 43 35.52391(W) AD(       ) B
 DH3211  ELLIP H (05/09/05)  -19.819  (m)                       GP(       ) 4 2
 DH3211
 DH3211.Superseded values are not recommended for survey control.
 DH3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3211.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 DH3200 ***********************************************************************
 DH3200  HT_MOD      -  This is a 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(2007)-  29 21 36.31057(N)    089 32 10.47422(W)     ADJUSTED  
 DH3200* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3200  **This station is located in a suspected subsidence area (see below).
 DH3200  ___________________________________________________________________
 DH3200  EPOCH DATE  -        2002.00
 DH3200  X           -      45,029.851 (meters)                     COMP
 DH3200  Y           -  -5,563,178.899 (meters)                     COMP
 DH3200  Z           -   3,108,737.426 (meters)                     COMP
 DH3200  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH3200  ELLIP HEIGHT-         -20.670 (meters)          (02/10/07) ADJUSTED
 DH3200  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 DH3200
 DH3200  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3200  Type    PID    Designation                      North   East  Ellip
 DH3200  -------------------------------------------------------------------
 DH3200  NETWORK DH3200 BLD 195                           1.49   1.27   2.37
 DH3200  -------------------------------------------------------------------
 DH3200
 DH3200.The horizontal coordinates were established by GPS observations
 DH3200.and adjusted by the National Geodetic Survey in February 2007.
 DH3200
 DH3200.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3200.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DH3200.The horizontal coordinates are valid at the epoch date displayed above.
 DH3200.The epoch date for horizontal control is a decimal equivalence
 DH3200.of Year/Month/Day.
 DH3200
 DH3200.The orthometric height was determined by GPS observations and a
 DH3200.high-resolution geoid model.
 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 has not been validated since last determined
 DH3200 ** by differential leveling and should not be used for control purposes.
 DH3200 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -    96,705.909 1,174,486.923   MT  0.99998783   +0 53 54.8
 DH3200;SPC LA S     -   317,275.97  3,853,295.85   sFT  0.99998783   +0 53 54.8
 DH3200;UTM  16      - 3,250,554.076   253,789.093   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  NAD 83(1992)-  29 21 36.31078(N)    089 32 10.47408(W) AD(       ) B
 DH3200  ELLIP H (05/09/05)  -20.668  (m)                       GP(       ) 4 2
 DH3200
 DH3200.Superseded values are not recommended for survey control.
 DH3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3200.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2661  **This station is located in a suspected subsidence area (see below).
 BH2661  ___________________________________________________________________
 BH2661  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BH2661  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2661 ** and geoid heights are valid at the date of observation. These heights
 BH2661 ** must always be validated when used as control.
 BH2661 ** The orthometric height has not been validated since last determined
 BH2661 ** by differential leveling and should not be used for control purposes.
 BH2661 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2661 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2661 ** epoch indicated which incorporates improved geoid heights for the
 BH2661 ** Southern Louisiana Subsidence area.
 BH2661 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2660  **This station is located in a suspected subsidence area (see below).
 BH2660  ___________________________________________________________________
 BH2660  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BH2660  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2660 ** and geoid heights are valid at the date of observation. These heights
 BH2660 ** must always be validated when used as control.
 BH2660 ** The orthometric height has not been validated since last determined
 BH2660 ** by differential leveling and should not be used for control purposes.
 BH2660 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2660 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2660 ** epoch indicated which incorporates improved geoid heights for the
 BH2660 ** Southern Louisiana Subsidence area.
 BH2660 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BH2666* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BH2666  **This station is located in a suspected subsidence area (see below).
 BH2666  ___________________________________________________________________
 BH2666  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BH2666  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2666 ** and geoid heights are valid at the date of observation. These heights
 BH2666 ** must always be validated when used as control.
 BH2666 ** The orthometric height has not been validated since last determined
 BH2666 ** by differential leveling and should not be used for control purposes.
 BH2666 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2666 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2666 ** epoch indicated which incorporates improved geoid heights for the
 BH2666 ** Southern Louisiana Subsidence area.
 BH2666 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0699  **This station is located in a suspected subsidence area (see below).
 AV0699  ___________________________________________________________________
 AV0699  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0699  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0699 ** and geoid heights are valid at the date of observation. These heights
 AV0699 ** must always be validated when used as control.
 AV0699 ** The orthometric height has not been validated since last determined
 AV0699 ** by differential leveling and should not be used for control purposes.
 AV0699 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0699 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0699 ** epoch indicated which incorporates improved geoid heights for the
 AV0699 ** Southern Louisiana Subsidence area.
 AV0699 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2715  **This station is located in a suspected subsidence area (see below).
 AU2715  ___________________________________________________________________
 AU2715  X           -      -6,541.453 (meters)                     COMP
 AU2715  Y           -  -5,528,892.959 (meters)                     COMP
 AU2715  Z           -   3,169,211.502 (meters)                     COMP
 AU2715  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AU2715  ELLIP HEIGHT-         -26.558 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 AU2715 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2715 ** and geoid heights are valid at the date of observation. These heights
 AU2715 ** must always be validated when used as control.
 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 more information.
 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 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)  -26.535  (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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3013  **This station is located in a suspected subsidence area (see below).
 AU3013  ___________________________________________________________________
 AU3013  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AU3013  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3013 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3013 ** and geoid heights are valid at the date of observation. These heights
 AU3013 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0956  **This station is located in a suspected subsidence area (see below).
 AV0956  ___________________________________________________________________
 AV0956  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0956  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0956 ** and geoid heights are valid at the date of observation. These heights
 AV0956 ** must always be validated when used as control.
 AV0956 ** The orthometric height has not been validated since last determined
 AV0956 ** by differential leveling and should not be used for control purposes.
 AV0956 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0956 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0956 ** epoch indicated which incorporates improved geoid heights for the
 AV0956 ** Southern Louisiana Subsidence area.
 AV0956 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4931  **This station is located in a suspected subsidence area (see below).
 BJ4931  ___________________________________________________________________
 BJ4931  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4931  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4931 ** and geoid heights are valid at the date of observation. These heights
 BJ4931 ** must always be validated when used as control.
 BJ4931 ** The orthometric height has not been validated since last determined
 BJ4931 ** by differential leveling and should not be used for control purposes.
 BJ4931 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4931 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4931 ** epoch indicated which incorporates improved geoid heights for the
 BJ4931 ** Southern Louisiana Subsidence area.
 BJ4931 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 18 06.44979(N)    091 05 33.96490(W)     ADJUSTED  
 AU3252* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3252  **This station is located in a suspected subsidence area (see below).
 AU3252  ___________________________________________________________________
 AU3252  EPOCH DATE  -        2002.00
 AU3252  X           -    -106,160.539 (meters)                     COMP
 AU3252  Y           -  -5,565,511.742 (meters)                     COMP
 AU3252  Z           -   3,103,103.111 (meters)                     COMP
 AU3252  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3252  ELLIP HEIGHT-         -23.136 (meters)          (02/10/07) ADJUSTED
 AU3252  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AU3252
 AU3252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3252  Type    PID    Designation                      North   East  Ellip
 AU3252  -------------------------------------------------------------------
 AU3252  NETWORK AU3252 BLUE HAMMOCK                      8.96  10.49  40.12
 AU3252  -------------------------------------------------------------------
 AU3252
 AU3252.The horizontal coordinates were established by GPS observations
 AU3252.and adjusted by the National Geodetic Survey in February 2007.
 AU3252
 AU3252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3252.The horizontal coordinates are valid at the epoch date displayed above.
 AU3252.The epoch date for horizontal control is a decimal equivalence
 AU3252.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3252 ** and geoid heights are valid at the date of observation. These heights
 AU3252 ** must always be validated when used as control.
 AU3252 ** The orthometric height has not been validated since last determined
 AU3252 ** by differential leveling and should not be used for control purposes.
 AU3252 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3252 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3252 ** epoch indicated which incorporates improved geoid heights for the
 AU3252 ** Southern Louisiana Subsidence area.
 AU3252 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    88,900.766 1,023,371.982   MT  0.99999962   +0 07 13.0
 AU3252;SPC LA S     -   291,668.60  3,357,512.91   sFT  0.99999962   +0 07 13.0
 AU3252;UTM  15      - 3,242,931.541   685,240.053   MT  1.00002343   +0 56 01.3
 AU3252
 AU3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3252!SPC LA S     -   1.00000363  x   0.99999962  =   1.00000325
 AU3252!UTM  15      -   1.00000363  x   1.00002343  =   1.00002706
 AU3252
 AU3252                          SUPERSEDED SURVEY CONTROL
 AU3252
 AU3252  ELLIP H (07/18/02)  -22.686  (m)                       GP(       ) 4 2
 AU3252  NAD 83(1992)-  29 18 06.44720(N)    091 05 33.96515(W) AD(       ) 1
 AU3252  ELLIP H (01/21/93)  -22.986  (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     3  
 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: 15RXN8524042932(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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2626  **This station is located in a suspected subsidence area (see below).
 AU2626  ___________________________________________________________________
 AU2626  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2626  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2626 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2626 ** and geoid heights are valid at the date of observation. These heights
 AU2626 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2620  **This station is located in a suspected subsidence area (see below).
 AU2620  ___________________________________________________________________
 AU2620  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2620  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2620 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2620 ** and geoid heights are valid at the date of observation. These heights
 AU2620 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5123  **This station is located in a suspected subsidence area (see below).
 BJ5123  ___________________________________________________________________
 BJ5123  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5123  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5123 ** and geoid heights are valid at the date of observation. These heights
 BJ5123 ** must always be validated when used as control.
 BJ5123 ** The orthometric height has not been validated since last determined
 BJ5123 ** by differential leveling and should not be used for control purposes.
 BJ5123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5123 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5123 ** epoch indicated which incorporates improved geoid heights for the
 BJ5123 ** Southern Louisiana Subsidence area.
 BJ5123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0607  **This station is located in a suspected subsidence area (see below).
 AV0607  ___________________________________________________________________
 AV0607  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AV0607  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0607 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0607 ** and geoid heights are valid at the date of observation. These heights
 AV0607 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2951  **This station is located in a suspected subsidence area (see below).
 BH2951  ___________________________________________________________________
 BH2951  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BH2951  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2951 ** and geoid heights are valid at the date of observation. These heights
 BH2951 ** must always be validated when used as control.
 BH2951 ** The orthometric height has not been validated since last determined
 BH2951 ** by differential leveling and should not be used for control purposes.
 BH2951 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2951 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2951 ** epoch indicated which incorporates improved geoid heights for the
 BH2951 ** Southern Louisiana Subsidence area.
 BH2951 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2348  **This station is located in a suspected subsidence area (see below).
 AU2348  ___________________________________________________________________
 AU2348  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2348  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2348 ** and geoid heights are valid at the date of observation. These heights
 AU2348 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5253  **This station is located in a suspected subsidence area (see below).
 BJ5253  ___________________________________________________________________
 BJ5253  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5253  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5253 ** and geoid heights are valid at the date of observation. These heights
 BJ5253 ** must always be validated when used as control.
 BJ5253 ** The orthometric height has not been validated since last determined
 BJ5253 ** by differential leveling and should not be used for control purposes.
 BJ5253 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5253 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5253 ** epoch indicated which incorporates improved geoid heights for the
 BJ5253 ** Southern Louisiana Subsidence area.
 BJ5253 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0099  **This station is located in a suspected subsidence area (see below).
 AV0099  ___________________________________________________________________
 AV0099  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AV0099  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0099 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0099 ** and geoid heights are valid at the date of observation. These heights
 AV0099 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2515  **This station is located in a suspected subsidence area (see below).
 AU2515  ___________________________________________________________________
 AU2515  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2515  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2515 ** and geoid heights are valid at the date of observation. These heights
 AU2515 ** must always be validated when used as control.
 AU2515 ** The orthometric height has not been validated since last determined
 AU2515 ** by differential leveling and should not be used for control purposes.
 AU2515 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2515 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2515 ** epoch indicated which incorporates improved geoid heights for the
 AU2515 ** Southern Louisiana Subsidence area.
 AU2515 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3070  **This station is located in a suspected subsidence area (see below).
 AU3070  ___________________________________________________________________
 AU3070  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3070  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3070 ** and geoid heights are valid at the date of observation. These heights
 AU3070 ** must always be validated when used as control.
 AU3070 ** The orthometric height has not been validated since last determined
 AU3070 ** by differential leveling and should not be used for control purposes.
 AU3070 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3070 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3070 ** epoch indicated which incorporates improved geoid heights for the
 AU3070 ** Southern Louisiana Subsidence area.
 AU3070 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3241  ___________________________________________________________________
 CQ3241  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CQ3241  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2599  **This station is located in a suspected subsidence area (see below).
 AU2599  ___________________________________________________________________
 AU2599  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU2599  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2599 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2599 ** and geoid heights are valid at the date of observation. These heights
 AU2599 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3057  **This station is located in a suspected subsidence area (see below).
 AU3057  ___________________________________________________________________
 AU3057  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU3057  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3057 ** and geoid heights are valid at the date of observation. These heights
 AU3057 ** must always be validated when used as control.
 AU3057 ** The orthometric height has not been validated since last determined
 AU3057 ** by differential leveling and should not be used for control purposes.
 AU3057 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3057 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3057 ** epoch indicated which incorporates improved geoid heights for the
 AU3057 ** Southern Louisiana Subsidence area.
 AU3057 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -27.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1298  **This station is located in a suspected subsidence area (see below).
 AT1298  ___________________________________________________________________
 AT1298  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AT1298  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1298 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1298 ** and geoid heights are valid at the date of observation. These heights
 AT1298 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2965  **This station is located in a suspected subsidence area (see below).
 BH2965  ___________________________________________________________________
 BH2965  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2965  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2965 ** and geoid heights are valid at the date of observation. These heights
 BH2965 ** must always be validated when used as control.
 BH2965 ** The orthometric height has not been validated since last determined
 BH2965 ** by differential leveling and should not be used for control purposes.
 BH2965 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2965 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2965 ** epoch indicated which incorporates improved geoid heights for the
 BH2965 ** Southern Louisiana Subsidence area.
 BH2965 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2960  **This station is located in a suspected subsidence area (see below).
 BH2960  ___________________________________________________________________
 BH2960  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 BH2960  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2967  **This station is located in a suspected subsidence area (see below).
 BH2967  ___________________________________________________________________
 BH2967  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2967  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2966  **This station is located in a suspected subsidence area (see below).
 BH2966  ___________________________________________________________________
 BH2966  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 BH2966  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2996  **This station is located in a suspected subsidence area (see below).
 BK2996  ___________________________________________________________________
 BK2996  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BK2996  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2996 ** and geoid heights are valid at the date of observation. These heights
 BK2996 ** must always be validated when used as control.
 BK2996 ** The orthometric height has not been validated since last determined
 BK2996 ** by differential leveling and should not be used for control purposes.
 BK2996 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2996 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2996 ** epoch indicated which incorporates improved geoid heights for the
 BK2996 ** Southern Louisiana Subsidence area.
 BK2996 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2661  **This station is located in a suspected subsidence area (see below).
 BK2661  ___________________________________________________________________
 BK2661  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2661  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2661 ** and geoid heights are valid at the date of observation. These heights
 BK2661 ** must always be validated when used as control.
 BK2661 ** The orthometric height has not been validated since last determined
 BK2661 ** by differential leveling and should not be used for control purposes.
 BK2661 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2661 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2661 ** epoch indicated which incorporates improved geoid heights for the
 BK2661 ** Southern Louisiana Subsidence area.
 BK2661 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3377  **This station is located in a suspected subsidence area (see below).
 BJ3377  ___________________________________________________________________
 BJ3377  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ3377  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3377  DYNAMIC HT  -          19.1   (meters)      63.    (feet)  COMP
 BJ3377  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3377
 BJ3377  HORZ ORDER  -  THIRD
 BJ3377  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3377 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3377 ** and geoid heights are valid at the date of observation. These heights
 BJ3377 ** must always be validated when used as control.
 BJ3377 ** The orthometric height has not been validated since last determined
 BJ3377 ** by differential leveling and should not be used for control purposes.
 BJ3377 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3377 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3377 ** epoch indicated which incorporates improved geoid heights for the
 BJ3377 ** Southern Louisiana Subsidence area.
 BJ3377 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3377.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3378  **This station is located in a suspected subsidence area (see below).
 BJ3378  ___________________________________________________________________
 BJ3378  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ3378  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3378  DYNAMIC HT  -          18.8   (meters)      62.    (feet)  COMP
 BJ3378  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3378
 BJ3378  HORZ ORDER  -  THIRD
 BJ3378  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3378 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3378 ** and geoid heights are valid at the date of observation. These heights
 BJ3378 ** must always be validated when used as control.
 BJ3378 ** The orthometric height has not been validated since last determined
 BJ3378 ** by differential leveling and should not be used for control purposes.
 BJ3378 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3378 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3378 ** epoch indicated which incorporates improved geoid heights for the
 BJ3378 ** Southern Louisiana Subsidence area.
 BJ3378 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3378.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3379* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3379  **This station is located in a suspected subsidence area (see below).
 BJ3379  ___________________________________________________________________
 BJ3379  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ3379  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3379  DYNAMIC HT  -          18.9   (meters)      62.    (feet)  COMP
 BJ3379  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BJ3379
 BJ3379  HORZ ORDER  -  THIRD
 BJ3379  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3379 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3379 ** and geoid heights are valid at the date of observation. These heights
 BJ3379 ** must always be validated when used as control.
 BJ3379 ** The orthometric height has not been validated since last determined
 BJ3379 ** by differential leveling and should not be used for control purposes.
 BJ3379 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3379 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3379 ** epoch indicated which incorporates improved geoid heights for the
 BJ3379 ** Southern Louisiana Subsidence area.
 BJ3379 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3379.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5255  **This station is located in a suspected subsidence area (see below).
 BJ5255  ___________________________________________________________________
 BJ5255  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ5255  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5255 ** and geoid heights are valid at the date of observation. These heights
 BJ5255 ** must always be validated when used as control.
 BJ5255 ** The orthometric height has not been validated since last determined
 BJ5255 ** by differential leveling and should not be used for control purposes.
 BJ5255 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5255 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5255 ** epoch indicated which incorporates improved geoid heights for the
 BJ5255 ** Southern Louisiana Subsidence area.
 BJ5255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4808  **This station is located in a suspected subsidence area (see below).
 BJ4808  ___________________________________________________________________
 BJ4808  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 BJ4808  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4808 ** and geoid heights are valid at the date of observation. These heights
 BJ4808 ** must always be validated when used as control.
 BJ4808 ** The orthometric height has not been validated since last determined
 BJ4808 ** by differential leveling and should not be used for control purposes.
 BJ4808 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4808 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4808 ** epoch indicated which incorporates improved geoid heights for the
 BJ4808 ** Southern Louisiana Subsidence area.
 BJ4808 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4301  **This station is located in a suspected subsidence area (see below).
 BJ4301  ___________________________________________________________________
 BJ4301  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4301  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4301 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4301 ** and geoid heights are valid at the date of observation. These heights
 BJ4301 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4302  **This station is located in a suspected subsidence area (see below).
 BJ4302  ___________________________________________________________________
 BJ4302  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4302  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4302 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4302 ** and geoid heights are valid at the date of observation. These heights
 BJ4302 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 DE8091 ***********************************************************************
 DE8091  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 DE8091  **This station is located in a suspected subsidence area (see below).
 DE8091  ___________________________________________________________________
 DE8091  EPOCH DATE  -        2002.00
 DE8091  X           -      57,650.866 (meters)                     COMP
 DE8091  Y           -  -5,564,333.008 (meters)                     COMP
 DE8091  Z           -   3,106,491.037 (meters)                     COMP
 DE8091  ELLIP HEIGHT-         -14.217 (meters)          (10/??/02) ADJUSTED
 DE8091  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 DE8091.high-resolution geoid model.
 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 has not been validated since last determined
 DE8091 ** by differential leveling and should not be used for control purposes.
 DE8091 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 DE8091.The PID for the CORS L1 Phase Center is DJ5439.
 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 = MARCH 13, 2009
 DJ5439 ***********************************************************************
 DJ5439  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ5439  DESIGNATION -  BOOTHVILLE CORS L1 PHASE CENTER
 DJ5439  CORS_ID     -  BVHS
 DJ5439  PID         -  DJ5439
 DJ5439  STATE/COUNTY-  LA/PLAQUEMINES
 DJ5439  USGS QUAD   -  TRIUMPH (1993)
 DJ5439
 DJ5439                         *CURRENT SURVEY CONTROL
 DJ5439  ___________________________________________________________________
 DJ5439* NAD 83(CORS)-  29 20 12.48968(N)    089 24 23.01083(W)     ADJUSTED  
 DJ5439* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DJ5439  **This station is located in a suspected subsidence area (see below).
 DJ5439  ___________________________________________________________________
 DJ5439  EPOCH DATE  -        2002.00
 DJ5439  X           -      57,650.867 (meters)                     COMP
 DJ5439  Y           -  -5,564,333.070 (meters)                     COMP
 DJ5439  Z           -   3,106,491.073 (meters)                     COMP
 DJ5439  ELLIP HEIGHT-         -14.146 (meters)          (10/??/02) ADJUSTED
 DJ5439  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 DJ5439  HORZ ORDER  -  SPECIAL (CORS)
 DJ5439  ELLP ORDER  -  SPECIAL (CORS)
 DJ5439
 DJ5439.ITRF positions are available for this station.
 DJ5439.The coordinates were established by GPS observations
 DJ5439.and adjusted by the National Geodetic Survey in October 2002.
 DJ5439.The coordinates are valid at the epoch date displayed above.
 DJ5439.The epoch date for horizontal control is a decimal equivalence
 DJ5439.of Year/Month/Day.
 DJ5439
 DJ5439
 DJ5439.The PID for the CORS ARP is DE8091.
 DJ5439
 DJ5439.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ5439
 DJ5439.The ellipsoidal height was determined by GPS observations
 DJ5439.and is referenced to NAD 83.
 DJ5439
 DJ5439.The geoid height was determined by GEOID03.
 DJ5439
 DJ5439;                    North         East     Units Scale Factor Converg.
 DJ5439;SPC LA S     -    94,330.382 1,187,136.934   MT  0.99999241   +0 57 48.6
 DJ5439;SPC LA S     -   309,482.26  3,894,798.42   sFT  0.99999241   +0 57 48.6
 DJ5439
 DJ5439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5439!SPC LA S     -   1.00000222  x   0.99999241  =   0.99999463
 DJ5439
 DJ5439                          SUPERSEDED SURVEY CONTROL
 DJ5439
 DJ5439.No superseded survey control is available for this station.
 DJ5439
 DJ5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBT6634547706(NAD 83)
 DJ5439_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ5439
 DJ5439                          STATION DESCRIPTION
 DJ5439
 DJ5439'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ5439'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ5439'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ5439'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ5439'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ5439'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DH8931  **This station is located in a suspected subsidence area (see below).
 DH8931  ___________________________________________________________________
 DH8931  EPOCH DATE  -        2002.00
 DH8931  X           -      57,650.865 (meters)                     COMP
 DH8931  Y           -  -5,564,332.938 (meters)                     COMP
 DH8931  Z           -   3,106,490.998 (meters)                     COMP
 DH8931  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DH8931  ELLIP HEIGHT-         -14.297 (meters)          (10/??/02) ADJUSTED
 DH8931  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1088  **This station is located in a suspected subsidence area (see below).
 AT1088  ___________________________________________________________________
 AT1088  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AT1088  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 12 21.86968(N)    092 43 58.06294(W)     ADJUSTED  
 CQ3386* NAVD 88     -        75.3    (meters)     247.     (feet)  GPS OBS   
 CQ3386  ___________________________________________________________________
 CQ3386  EPOCH DATE  -        2002.00
 CQ3386  X           -    -257,555.506 (meters)                     COMP
 CQ3386  Y           -  -5,395,812.751 (meters)                     COMP
 CQ3386  Z           -   3,379,815.197 (meters)                     COMP
 CQ3386  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CQ3386  ELLIP HEIGHT-          49.775 (meters)          (02/10/07) ADJUSTED
 CQ3386  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CQ3386
 CQ3386  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3386  Type    PID    Designation                      North   East  Ellip
 CQ3386  -------------------------------------------------------------------
 CQ3386  NETWORK CQ3386 BORO                              0.63   0.57   2.35
 CQ3386  -------------------------------------------------------------------
 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 February 2007.
 CQ3386
 CQ3386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3386.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3386.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3386.The epoch date for horizontal control is a decimal equivalence
 CQ3386.of Year/Month/Day.
 CQ3386
 CQ3386.The orthometric height was determined by GPS observations and a
 CQ3386.high-resolution geoid model.
 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     -   189,185.541   978,053.398   MT  0.99992736   -0 07 23.1
 CQ3386;SPC LA N     -   620,686.23  3,208,830.19   sFT  0.99992736   -0 07 23.1
 CQ3386;UTM  15      - 3,563,309.210   525,182.342   MT  0.99960782   +0 08 32.7
 CQ3386
 CQ3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3386!SPC LA N     -   0.99999218  x   0.99992736  =   0.99991955
 CQ3386!UTM  15      -   0.99999218  x   0.99960782  =   0.99960001
 CQ3386
 CQ3386                          SUPERSEDED SURVEY CONTROL
 CQ3386
 CQ3386  ELLIP H (06/20/00)   49.752  (m)                       GP(       ) 3 1
 CQ3386  ELLIP H (01/21/93)   49.818  (m)                       GP(       ) 4 2
 CQ3386  NAD 83(1992)-  32 12 21.86907(N)    092 43 58.06264(W) AD(       ) B
 CQ3386  ELLIP H (09/10/92)   49.818  (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 - June 03, 2007
 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  HISTORY     - 20070603 GOOD             MAEC
 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.
 CQ3386
 CQ3386                          STATION RECOVERY (2007)
 CQ3386
 CQ3386'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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           -  -5,396,295.475 (meters)                     COMP
 CQ3385  Z           -   3,379,052.669 (meters)                     COMP
 CQ3385  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CQ3385  ELLIP HEIGHT-          51.948 (meters)          (01/02/04) ADJUSTED
 CQ3385  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 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)   52.017  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3266  ___________________________________________________________________
 CQ3266  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CQ3266  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3268  ___________________________________________________________________
 CQ3268  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 CQ3268  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0592  **This station is located in a suspected subsidence area (see below).
 AV0592  ___________________________________________________________________
 AV0592  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AV0592  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0592 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0592 ** and geoid heights are valid at the date of observation. These heights
 AV0592 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3021  **This station is located in a suspected subsidence area (see below).
 AU3021  ___________________________________________________________________
 AU3021  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3021  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3021 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3021 ** and geoid heights are valid at the date of observation. These heights
 AU3021 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3022  **This station is located in a suspected subsidence area (see below).
 AU3022  ___________________________________________________________________
 AU3022  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3022  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2784  **This station is located in a suspected subsidence area (see below).
 BK2784  ___________________________________________________________________
 BK2784  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2784  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2784 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2784 ** and geoid heights are valid at the date of observation. These heights
 BK2784 ** must always be validated when used as control.
 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 more information.
 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 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 00.3
 BK2784:UTM  15      -  CROWLEY STANDARD RICE CO TANK            003 25 55.4
 BK2784
 BK2784|---------------------------------------------------------------------|
 BK2784| PID    Reference Object                     Distance      Geod. Az  |
 BK2784|                                                           dddmmss.s |
 BK2784| BK2782 CROWLEY STANDARD RICE CO TANK       APPROX. 8.3 KM 0034506.4 |
 BK2784| BK2783 RAYNE CITY WATER AND LT CO TK       APPROX.13.8 KM 0393025.9 |
 BK2784| BK2787 RAYNE LA ST RICE MILL WATER TK      APPROX.14.4 KM 0412859.1 |
 BK2784| CW1132 BOULET RM 1 RESET                    66.122 METERS 09727     |
 BK2784| CW1131 BOULET RM 1                                        0973920.1 |
 BK2784| BK2804 KAPLAN MUNICIPAL TANK               APPROX.17.1 KM 1532133.9 |
 BK2784| BK0296 VINCENT                             APPROX.15.0 KM 1674439.6 |
 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 3523324.0 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2802  **This station is located in a suspected subsidence area (see below).
 BK2802  ___________________________________________________________________
 BK2802  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2802  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2802 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2802 ** and geoid heights are valid at the date of observation. These heights
 BK2802 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2921  **This station is located in a suspected subsidence area (see below).
 AU2921  ___________________________________________________________________
 AU2921  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AU2921  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2921 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2921 ** and geoid heights are valid at the date of observation. These heights
 AU2921 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2877  **This station is located in a suspected subsidence area (see below).
 AU2877  ___________________________________________________________________
 AU2877  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2877  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2877 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2877 ** and geoid heights are valid at the date of observation. These heights
 AU2877 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0451  **This station is located in a suspected subsidence area (see below).
 AU0451  ___________________________________________________________________
 AU0451  X           -     -60,222.954 (meters)                     COMP
 AU0451  Y           -  -5,544,144.317 (meters)                     COMP
 AU0451  Z           -   3,142,071.266 (meters)                     COMP
 AU0451  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0451  ELLIP HEIGHT-         -25.089 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU0451 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0451 ** and geoid heights are valid at the date of observation. These heights
 AU0451 ** must always be validated when used as control.
 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 more information.
 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 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)  -25.083  (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  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 = MARCH 13, 2009
 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)     NO CHECK  
 AU2101* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2101  **This station is located in a suspected 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 was scaled from a topographic map.
 AU2101 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2101 ** and geoid heights are valid at the date of observation. These heights
 AU2101 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 AU0458* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0458  **This station is located in a suspected 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 was scaled from a topographic map.
 AU0458 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0458 ** and geoid heights are valid at the date of observation. These heights
 AU0458 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 AU0460* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0460  **This station is located in a suspected 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 was scaled from a topographic map.
 AU0460 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0460 ** and geoid heights are valid at the date of observation. These heights
 AU0460 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0508  **This station is located in a suspected subsidence area (see below).
 BK0508  ___________________________________________________________________
 BK0508  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK0508  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0508 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0508 ** and geoid heights are valid at the date of observation. These heights
 BK0508 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2833  **This station is located in a suspected subsidence area (see below).
 BK2833  ___________________________________________________________________
 BK2833  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2833  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2833 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2833 ** and geoid heights are valid at the date of observation. These heights
 BK2833 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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(2007)-  31 22 52.51397(N)    092 39 12.04717(W)     ADJUSTED  
 BX1102* NAVD 88     -        25.53   (+/-2cm)      83.8    (feet)  VERTCON   
 BX1102  ___________________________________________________________________
 BX1102  EPOCH DATE  -        2002.00
 BX1102  X           -    -252,301.878 (meters)                     COMP
 BX1102  Y           -  -5,444,256.040 (meters)                     COMP
 BX1102  Z           -   3,302,053.433 (meters)                     COMP
 BX1102  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BX1102  ELLIP HEIGHT-          -0.796 (meters)          (02/10/07) ADJUSTED
 BX1102  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BX1102
 BX1102  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX1102  Type    PID    Designation                      North   East  Ellip
 BX1102  -------------------------------------------------------------------
 BX1102  NETWORK BX1102 BOYCE 2                           8.78  13.58  15.25
 BX1102  -------------------------------------------------------------------
 BX1102  VERT ORDER  -  FIRST     CLASS I (See Below)
 BX1102
 BX1102.The horizontal coordinates were established by GPS observations
 BX1102.and adjusted by the National Geodetic Survey in February 2007.
 BX1102
 BX1102.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX1102.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX1102.The horizontal coordinates are valid at the epoch date displayed above.
 BX1102.The epoch date for horizontal control is a decimal equivalence
 BX1102.of Year/Month/Day.
 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     -    97,720.282   985,413.965   MT  0.99995827   -0 04 51.9
 BX1102;SPC LA N     -   320,603.96  3,232,978.98   sFT  0.99995827   -0 04 51.9
 BX1102;UTM  15      - 3,471,907.615   532,961.348   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 3023121.5 |
 BX1102| CY3865 BOYCE 2 AZ MK                                      3425415.3 |
 BX1102| BX1101 BOYCE 2 RM 3                         31.501 METERS 35320     |
 BX1102|---------------------------------------------------------------------|
 BX1102
 BX1102                          SUPERSEDED SURVEY CONTROL
 BX1102
 BX1102  ELLIP H (06/26/02)   -0.758  (m)                       GP(       ) 4 2
 BX1102  NAD 83(1992)-  31 22 52.51246(N)    092 39 12.04592(W) AD(       ) 1
 BX1102  ELLIP H (01/21/93)   -0.673  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2712  ___________________________________________________________________
 BX2712  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BX2712  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 RM 1                            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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 44 03.30228(N)    090 49 40.52860(W)     ADJUSTED  
 AH6507* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6507  **This station is located in a suspected subsidence area (see below).
 AH6507  ___________________________________________________________________
 AH6507  EPOCH DATE  -        2002.00
 AH6507  X           -     -80,092.264 (meters)                     COMP
 AH6507  Y           -  -5,542,327.418 (meters)                     COMP
 AH6507  Z           -   3,144,816.253 (meters)                     COMP
 AH6507  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6507  ELLIP HEIGHT-         -23.624 (meters)          (02/10/07) ADJUSTED
 AH6507  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 AH6507
 AH6507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6507  Type    PID    Designation                      North   East  Ellip
 AH6507  -------------------------------------------------------------------
 AH6507  NETWORK AH6507 BPB 01                            1.22   1.22   2.76
 AH6507  -------------------------------------------------------------------
 AH6507
 AH6507.The horizontal coordinates were established by GPS observations
 AH6507.and adjusted by the National Geodetic Survey in February 2007.
 AH6507
 AH6507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6507.The horizontal coordinates are valid at the epoch date displayed above.
 AH6507.The epoch date for horizontal control is a decimal equivalence
 AH6507.of Year/Month/Day.
 AH6507
 AH6507.The orthometric height was determined by GPS observations and a
 AH6507.high-resolution geoid model.
 AH6507 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6507 ** and geoid heights are valid at the date of observation. These heights
 AH6507 ** must always be validated when used as control.
 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 more information.
 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
 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     -   136,917.942 1,048,891.149   MT  0.99993650   +0 15 09.8
 AH6507;SPC LA S     -   449,204.95  3,441,237.04   sFT  0.99993650   +0 15 09.8
 AH6507;UTM  15      - 3,291,314.310   710,073.309   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 20.7
 AH6507:UTM  15      -  BPB 02                                   166 39 50.8
 AH6507
 AH6507|---------------------------------------------------------------------|
 AH6507| PID    Reference Object                     Distance      Geod. Az  |
 AH6507|                                                           dddmmss.s |
 AH6507| AH6498 BPB 02                              APPROX. 0.8 KM 1674430.5 |
 AH6507|---------------------------------------------------------------------|
 AH6507
 AH6507                          SUPERSEDED SURVEY CONTROL
 AH6507
 AH6507  ELLIP H (02/21/02)  -23.607  (m)                       GP(       ) 5 1
 AH6507  NAD 83(1992)-  29 44 03.30210(N)    090 49 40.52799(W) AD(       ) 1
 AH6507  ELLIP H (12/17/98)  -23.577  (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 = MARCH 13, 2009
 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(2007)-  29 43 37.03782(N)    090 49 33.99054(W)     ADJUSTED  
 AH6498* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6498  **This station is located in a suspected subsidence area (see below).
 AH6498  ___________________________________________________________________
 AH6498  EPOCH DATE  -        2002.00
 AH6498  X           -     -79,922.365 (meters)                     COMP
 AH6498  Y           -  -5,542,730.739 (meters)                     COMP
 AH6498  Z           -   3,144,113.866 (meters)                     COMP
 AH6498  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6498  ELLIP HEIGHT-         -23.889 (meters)          (02/10/07) ADJUSTED
 AH6498  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 AH6498
 AH6498  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6498  Type    PID    Designation                      North   East  Ellip
 AH6498  -------------------------------------------------------------------
 AH6498  NETWORK AH6498 BPB 02                            1.04   1.12   2.49
 AH6498  -------------------------------------------------------------------
 AH6498
 AH6498.The horizontal coordinates were established by GPS observations
 AH6498.and adjusted by the National Geodetic Survey in February 2007.
 AH6498
 AH6498.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6498.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6498.The horizontal coordinates are valid at the epoch date displayed above.
 AH6498.The epoch date for horizontal control is a decimal equivalence
 AH6498.of Year/Month/Day.
 AH6498
 AH6498.The orthometric height was determined by GPS observations and a
 AH6498.high-resolution geoid model.
 AH6498 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6498 ** and geoid heights are valid at the date of observation. These heights
 AH6498 ** must always be validated when used as control.
 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 more information.
 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
 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     -   136,110.066 1,049,070.412   MT  0.99993710   +0 15 13.0
 AH6498;SPC LA S     -   446,554.44  3,441,825.18   sFT  0.99993710   +0 15 13.0
 AH6498;UTM  15      - 3,290,508.931   710,264.223   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 20.8
 AH6498:UTM  15      -  BPB 01                                   346 39 51.7
 AH6498
 AH6498|---------------------------------------------------------------------|
 AH6498| PID    Reference Object                     Distance      Geod. Az  |
 AH6498|                                                           dddmmss.s |
 AH6498| AH6507 BPB 01                              APPROX. 0.8 KM 3474433.8 |
 AH6498|---------------------------------------------------------------------|
 AH6498
 AH6498                          SUPERSEDED SURVEY CONTROL
 AH6498
 AH6498  ELLIP H (02/21/02)  -23.874  (m)                       GP(       ) 5 1
 AH6498  NAD 83(1992)-  29 43 37.03760(N)    090 49 33.98989(W) AD(       ) 1
 AH6498  ELLIP H (12/17/98)  -23.839  (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 = MARCH 13, 2009
 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(2007)-  29 43 10.45933(N)    090 49 28.37026(W)     ADJUSTED  
 AH6497* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6497  **This station is located in a suspected subsidence area (see below).
 AH6497  ___________________________________________________________________
 AH6497  EPOCH DATE  -        2002.00
 AH6497  X           -     -79,777.183 (meters)                     COMP
 AH6497  Y           -  -5,543,139.090 (meters)                     COMP
 AH6497  Z           -   3,143,403.424 (meters)                     COMP
 AH6497  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6497  ELLIP HEIGHT-         -23.363 (meters)          (02/10/07) ADJUSTED
 AH6497  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 AH6497
 AH6497  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6497  Type    PID    Designation                      North   East  Ellip
 AH6497  -------------------------------------------------------------------
 AH6497  NETWORK AH6497 BPB 03                            1.02   1.29   2.57
 AH6497  -------------------------------------------------------------------
 AH6497
 AH6497.The horizontal coordinates were established by GPS observations
 AH6497.and adjusted by the National Geodetic Survey in February 2007.
 AH6497
 AH6497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6497.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6497.The horizontal coordinates are valid at the epoch date displayed above.
 AH6497.The epoch date for horizontal control is a decimal equivalence
 AH6497.of Year/Month/Day.
 AH6497
 AH6497.The orthometric height was determined by GPS observations and a
 AH6497.high-resolution geoid model.
 AH6497 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6497 ** and geoid heights are valid at the date of observation. These heights
 AH6497 ** must always be validated when used as control.
 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 more information.
 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
 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     -   135,292.416 1,049,225.078   MT  0.99993772   +0 15 15.8
 AH6497;SPC LA S     -   443,871.87  3,442,332.61   sFT  0.99993772   +0 15 15.8
 AH6497;UTM  15      - 3,289,693.421   710,430.676   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 18.7
 AH6497:UTM  15      -  BPB 02                                   348 27 50.5
 AH6497
 AH6497|---------------------------------------------------------------------|
 AH6497| PID    Reference Object                     Distance      Geod. Az  |
 AH6497|                                                           dddmmss.s |
 AH6497| AH6498 BPB 02                              APPROX. 0.8 KM 3493234.5 |
 AH6497|---------------------------------------------------------------------|
 AH6497
 AH6497                          SUPERSEDED SURVEY CONTROL
 AH6497
 AH6497  ELLIP H (02/21/02)  -23.345  (m)                       GP(       ) 5 1
 AH6497  NAD 83(1992)-  29 43 10.45899(N)    090 49 28.36946(W) AD(       ) 1
 AH6497  ELLIP H (12/17/98)  -23.304  (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 = MARCH 13, 2009
 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(2007)-  29 40 59.18169(N)    090 53 25.25359(W)     ADJUSTED  
 AH6527* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6527  **This station is located in a suspected subsidence area (see below).
 AH6527  ___________________________________________________________________
 AH6527  EPOCH DATE  -        2002.00
 AH6527  X           -     -86,174.226 (meters)                     COMP
 AH6527  Y           -  -5,545,046.216 (meters)                     COMP
 AH6527  Z           -   3,139,892.244 (meters)                     COMP
 AH6527  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6527  ELLIP HEIGHT-         -23.543 (meters)          (02/10/07) ADJUSTED
 AH6527  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 AH6527
 AH6527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6527  Type    PID    Designation                      North   East  Ellip
 AH6527  -------------------------------------------------------------------
 AH6527  NETWORK AH6527 BR 1                              1.35   1.39   3.27
 AH6527  -------------------------------------------------------------------
 AH6527
 AH6527.The horizontal coordinates were established by GPS observations
 AH6527.and adjusted by the National Geodetic Survey in February 2007.
 AH6527
 AH6527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6527.The horizontal coordinates are valid at the epoch date displayed above.
 AH6527.The epoch date for horizontal control is a decimal equivalence
 AH6527.of Year/Month/Day.
 AH6527
 AH6527.The orthometric height was determined by GPS observations and a
 AH6527.high-resolution geoid model.
 AH6527 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6527 ** and geoid heights are valid at the date of observation. These heights
 AH6527 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,224.089 1,042,874.495   MT  0.99994103   +0 13 17.4
 AH6527;SPC LA S     -   430,524.37  3,421,497.41   sFT  0.99994103   +0 13 17.4
 AH6527;UTM  15      - 3,285,533.390   704,138.056   MT  1.00011420   +1 02 42.2
 AH6527
 AH6527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6527!SPC LA S     -   1.00000370  x   0.99994103  =   0.99994473
 AH6527!UTM  15      -   1.00000370  x   1.00011420  =   1.00011790
 AH6527
 AH6527:                Primary Azimuth Mark                     Grid Az
 AH6527:SPC LA S     -  BRB 11                                   337 20 23.1
 AH6527:UTM  15      -  BRB 11                                   336 30 58.3
 AH6527
 AH6527|---------------------------------------------------------------------|
 AH6527| PID    Reference Object                     Distance      Geod. Az  |
 AH6527|                                                           dddmmss.s |
 AH6527| AH6528 BRB 11                              APPROX. 0.6 KM 3373340.5 |
 AH6527|---------------------------------------------------------------------|
 AH6527
 AH6527                          SUPERSEDED SURVEY CONTROL
 AH6527
 AH6527  ELLIP H (02/21/02)  -23.509  (m)                       GP(       ) 5 1
 AH6527  NAD 83(1992)-  29 40 59.18193(N)    090 53 25.25260(W) AD(       ) 1
 AH6527  ELLIP H (12/17/98)  -23.507  (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 = MARCH 13, 2009
 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(2007)-  29 40 44.72355(N)    090 53 11.98671(W)     ADJUSTED  
 AH6524* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6524  **This station is located in a suspected subsidence area (see below).
 AH6524  ___________________________________________________________________
 AH6524  EPOCH DATE  -        2002.00
 AH6524  X           -     -85,820.972 (meters)                     COMP
 AH6524  Y           -  -5,545,271.556 (meters)                     COMP
 AH6524  Z           -   3,139,505.132 (meters)                     COMP
 AH6524  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6524  ELLIP HEIGHT-         -24.239 (meters)          (02/10/07) ADJUSTED
 AH6524  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 AH6524
 AH6524  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6524  Type    PID    Designation                      North   East  Ellip
 AH6524  -------------------------------------------------------------------
 AH6524  NETWORK AH6524 BR 1 AZ MK                        1.41   1.31   3.33
 AH6524  -------------------------------------------------------------------
 AH6524
 AH6524.The horizontal coordinates were established by GPS observations
 AH6524.and adjusted by the National Geodetic Survey in February 2007.
 AH6524
 AH6524.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6524.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6524.The horizontal coordinates are valid at the epoch date displayed above.
 AH6524.The epoch date for horizontal control is a decimal equivalence
 AH6524.of Year/Month/Day.
 AH6524
 AH6524.The orthometric height was determined by GPS observations and a
 AH6524.high-resolution geoid model.
 AH6524 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6524 ** and geoid heights are valid at the date of observation. These heights
 AH6524 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,780.324 1,043,232.906   MT  0.99994141   +0 13 24.0
 AH6524;SPC LA S     -   429,068.45  3,422,673.29   sFT  0.99994141   +0 13 24.0
 AH6524;UTM  15      - 3,285,094.746   704,502.872   MT  1.00011604   +1 02 48.4
 AH6524
 AH6524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6524!SPC LA S     -   1.00000381  x   0.99994141  =   0.99994522
 AH6524!UTM  15      -   1.00000381  x   1.00011604  =   1.00011985
 AH6524
 AH6524                          SUPERSEDED SURVEY CONTROL
 AH6524
 AH6524  ELLIP H (02/21/02)  -24.208  (m)                       GP(       ) 5 1
 AH6524  NAD 83(1992)-  29 40 44.72365(N)    090 53 11.98563(W) AD(       ) 1
 AH6524  ELLIP H (12/17/98)  -24.206  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4914  **This station is located in a suspected subsidence area (see below).
 BJ4914  ___________________________________________________________________
 BJ4914  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ4914  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4914 ** and geoid heights are valid at the date of observation. These heights
 BJ4914 ** must always be validated when used as control.
 BJ4914 ** The orthometric height has not been validated since last determined
 BJ4914 ** by differential leveling and should not be used for control purposes.
 BJ4914 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4914 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4914 ** epoch indicated which incorporates improved geoid heights for the
 BJ4914 ** Southern Louisiana Subsidence area.
 BJ4914 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0829  **This station is located in a suspected subsidence area (see below).
 AV0829  ___________________________________________________________________
 AV0829  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AV0829  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0829 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0829 ** and geoid heights are valid at the date of observation. These heights
 AV0829 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2831  **This station is located in a suspected subsidence area (see below).
 BK2831  ___________________________________________________________________
 BK2831  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK2831  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2831 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2831 ** and geoid heights are valid at the date of observation. These heights
 BK2831 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2830  **This station is located in a suspected subsidence area (see below).
 BK2830  ___________________________________________________________________
 BK2830  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2830  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 38 17.14664(N)    090 49 13.59580(W)     ADJUSTED  
 AH6534* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6534  **This station is located in a suspected subsidence area (see below).
 AH6534  ___________________________________________________________________
 AH6534  EPOCH DATE  -        2002.00
 AH6534  X           -     -79,444.175 (meters)                     COMP
 AH6534  Y           -  -5,547,616.706 (meters)                     COMP
 AH6534  Z           -   3,135,557.248 (meters)                     COMP
 AH6534  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6534  ELLIP HEIGHT-         -22.637 (meters)          (02/10/07) ADJUSTED
 AH6534  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6534
 AH6534  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6534  Type    PID    Designation                      North   East  Ellip
 AH6534  -------------------------------------------------------------------
 AH6534  NETWORK AH6534 BRB 01                            1.12   1.06   2.82
 AH6534  -------------------------------------------------------------------
 AH6534
 AH6534.The horizontal coordinates were established by GPS observations
 AH6534.and adjusted by the National Geodetic Survey in February 2007.
 AH6534
 AH6534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6534.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6534.The horizontal coordinates are valid at the epoch date displayed above.
 AH6534.The epoch date for horizontal control is a decimal equivalence
 AH6534.of Year/Month/Day.
 AH6534
 AH6534.The orthometric height was determined by GPS observations and a
 AH6534.high-resolution geoid model.
 AH6534 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6534 ** and geoid heights are valid at the date of observation. These heights
 AH6534 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,263.458 1,049,662.561   MT  0.99994566   +0 15 23.2
 AH6534;SPC LA S     -   414,249.36  3,443,767.92   sFT  0.99994566   +0 15 23.2
 AH6534;UTM  15      - 3,280,669.818   710,997.940   MT  1.00014935   +1 04 41.6
 AH6534
 AH6534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6534!SPC LA S     -   1.00000356  x   0.99994566  =   0.99994922
 AH6534!UTM  15      -   1.00000356  x   1.00014935  =   1.00015291
 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 (02/21/02)  -22.617  (m)                       GP(       ) 5 1
 AH6534  NAD 83(1992)-  29 38 17.14677(N)    090 49 13.59491(W) AD(       ) 1
 AH6534  ELLIP H (12/17/98)  -22.584  (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 = MARCH 13, 2009
 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(2007)-  29 38 23.74972(N)    090 49 46.36453(W)     ADJUSTED  
 AH6203* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6203  **This station is located in a suspected subsidence area (see below).
 AH6203  ___________________________________________________________________
 AH6203  EPOCH DATE  -        2002.00
 AH6203  X           -     -80,324.048 (meters)                     COMP
 AH6203  Y           -  -5,547,503.114 (meters)                     COMP
 AH6203  Z           -   3,135,733.750 (meters)                     COMP
 AH6203  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6203  ELLIP HEIGHT-         -23.059 (meters)          (02/10/07) ADJUSTED
 AH6203  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6203
 AH6203  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6203  Type    PID    Designation                      North   East  Ellip
 AH6203  -------------------------------------------------------------------
 AH6203  NETWORK AH6203 BRB 02                            1.06   0.96   2.45
 AH6203  -------------------------------------------------------------------
 AH6203
 AH6203.The horizontal coordinates were established by GPS observations
 AH6203.and adjusted by the National Geodetic Survey in February 2007.
 AH6203
 AH6203.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6203.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6203.The horizontal coordinates are valid at the epoch date displayed above.
 AH6203.The epoch date for horizontal control is a decimal equivalence
 AH6203.of Year/Month/Day.
 AH6203
 AH6203.The orthometric height was determined by GPS observations and a
 AH6203.high-resolution geoid model.
 AH6203 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6203 ** and geoid heights are valid at the date of observation. These heights
 AH6203 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,462.848 1,048,780.295   MT  0.99994546   +0 15 06.8
 AH6203;SPC LA S     -   414,903.53  3,440,873.35   sFT  0.99994546   +0 15 06.8
 AH6203;UTM  15      - 3,280,856.571   710,112.727   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 2525035.4 |
 AH6203|---------------------------------------------------------------------|
 AH6203
 AH6203                          SUPERSEDED SURVEY CONTROL
 AH6203
 AH6203  ELLIP H (02/21/02)  -23.040  (m)                       GP(       ) 5 1
 AH6203  NAD 83(1992)-  29 38 23.74984(N)    090 49 46.36361(W) AD(       ) 1
 AH6203  ELLIP H (12/17/98)  -23.005  (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 = MARCH 13, 2009
 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(2007)-  29 38 16.37366(N)    090 50 13.71062(W)     ADJUSTED  
 AH6192* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6192  **This station is located in a suspected subsidence area (see below).
 AH6192  ___________________________________________________________________
 AH6192  EPOCH DATE  -        2002.00
 AH6192  X           -     -81,061.159 (meters)                     COMP
 AH6192  Y           -  -5,547,604.473 (meters)                     COMP
 AH6192  Z           -   3,135,536.213 (meters)                     COMP
 AH6192  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6192  ELLIP HEIGHT-         -23.342 (meters)          (02/10/07) ADJUSTED
 AH6192  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6192
 AH6192  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6192  Type    PID    Designation                      North   East  Ellip
 AH6192  -------------------------------------------------------------------
 AH6192  NETWORK AH6192 BRB 03                            2.00   1.12   3.84
 AH6192  -------------------------------------------------------------------
 AH6192
 AH6192.The horizontal coordinates were established by GPS observations
 AH6192.and adjusted by the National Geodetic Survey in February 2007.
 AH6192
 AH6192.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6192.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6192.The horizontal coordinates are valid at the epoch date displayed above.
 AH6192.The epoch date for horizontal control is a decimal equivalence
 AH6192.of Year/Month/Day.
 AH6192
 AH6192.The orthometric height was determined by GPS observations and a
 AH6192.high-resolution geoid model.
 AH6192 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6192 ** and geoid heights are valid at the date of observation. These heights
 AH6192 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,232.540 1,048,045.771   MT  0.99994568   +0 14 53.2
 AH6192;SPC LA S     -   414,147.92  3,438,463.50   sFT  0.99994568   +0 14 53.2
 AH6192;UTM  15      - 3,280,615.703   709,381.438   MT  1.00014096   +1 04 11.9
 AH6192
 AH6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6192!SPC LA S     -   1.00000367  x   0.99994568  =   0.99994935
 AH6192!UTM  15      -   1.00000367  x   1.00014096  =   1.00014463
 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 (02/21/02)  -23.323  (m)                       GP(       ) 5 1
 AH6192  NAD 83(1992)-  29 38 16.37374(N)    090 50 13.70970(W) AD(       ) 1
 AH6192  ELLIP H (12/17/98)  -23.292  (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 = MARCH 13, 2009
 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(2007)-  29 38 09.48874(N)    090 50 41.97511(W)     ADJUSTED  
 AH6204* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6204  **This station is located in a suspected subsidence area (see below).
 AH6204  ___________________________________________________________________
 AH6204  EPOCH DATE  -        2002.00
 AH6204  X           -     -81,822.894 (meters)                     COMP
 AH6204  Y           -  -5,547,698.141 (meters)                     COMP
 AH6204  Z           -   3,135,351.961 (meters)                     COMP
 AH6204  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6204  ELLIP HEIGHT-         -23.331 (meters)          (02/10/07) ADJUSTED
 AH6204  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6204
 AH6204  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6204  Type    PID    Designation                      North   East  Ellip
 AH6204  -------------------------------------------------------------------
 AH6204  NETWORK AH6204 BRB 04                            2.27   1.29   4.17
 AH6204  -------------------------------------------------------------------
 AH6204
 AH6204.The horizontal coordinates were established by GPS observations
 AH6204.and adjusted by the National Geodetic Survey in February 2007.
 AH6204
 AH6204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6204.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6204.The horizontal coordinates are valid at the epoch date displayed above.
 AH6204.The epoch date for horizontal control is a decimal equivalence
 AH6204.of Year/Month/Day.
 AH6204
 AH6204.The orthometric height was determined by GPS observations and a
 AH6204.high-resolution geoid model.
 AH6204 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6204 ** and geoid heights are valid at the date of observation. These heights
 AH6204 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,017.296 1,047,286.450   MT  0.99994589   +0 14 39.0
 AH6204;SPC LA S     -   413,441.75  3,435,972.29   sFT  0.99994589   +0 14 39.0
 AH6204;UTM  15      - 3,280,389.546   708,625.136   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 25.2
 AH6204:UTM  15      -  BRB 03                                   073 21 06.6
 AH6204
 AH6204|---------------------------------------------------------------------|
 AH6204| PID    Reference Object                     Distance      Geod. Az  |
 AH6204|                                                           dddmmss.s |
 AH6204| AH6192 BRB 03                              APPROX. 0.8 KM 0742504.2 |
 AH6204| AH6197 BRB 05                              APPROX. 0.8 KM 2722448.4 |
 AH6204|---------------------------------------------------------------------|
 AH6204
 AH6204                          SUPERSEDED SURVEY CONTROL
 AH6204
 AH6204  ELLIP H (02/21/02)  -23.313  (m)                       GP(       ) 5 1
 AH6204  NAD 83(1992)-  29 38 09.48883(N)    090 50 41.97418(W) AD(       ) 1
 AH6204  ELLIP H (12/17/98)  -23.286  (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 = MARCH 13, 2009
 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(2007)-  29 38 10.52103(N)    090 51 10.03323(W)     ADJUSTED  
 AH6197* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6197  **This station is located in a suspected subsidence area (see below).
 AH6197  ___________________________________________________________________
 AH6197  EPOCH DATE  -        2002.00
 AH6197  X           -     -82,577.302 (meters)                     COMP
 AH6197  Y           -  -5,547,670.696 (meters)                     COMP
 AH6197  Z           -   3,135,379.276 (meters)                     COMP
 AH6197  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6197  ELLIP HEIGHT-         -23.961 (meters)          (02/10/07) ADJUSTED
 AH6197  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6197
 AH6197  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6197  Type    PID    Designation                      North   East  Ellip
 AH6197  -------------------------------------------------------------------
 AH6197  NETWORK AH6197 BRB 05                            1.94   1.47   4.02
 AH6197  -------------------------------------------------------------------
 AH6197
 AH6197.The horizontal coordinates were established by GPS observations
 AH6197.and adjusted by the National Geodetic Survey in February 2007.
 AH6197
 AH6197.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6197.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6197.The horizontal coordinates are valid at the epoch date displayed above.
 AH6197.The epoch date for horizontal control is a decimal equivalence
 AH6197.of Year/Month/Day.
 AH6197
 AH6197.The orthometric height was determined by GPS observations and a
 AH6197.high-resolution geoid model.
 AH6197 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6197 ** and geoid heights are valid at the date of observation. These heights
 AH6197 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,045.889 1,046,531.629   MT  0.99994586   +0 14 25.0
 AH6197;SPC LA S     -   413,535.55  3,433,495.85   sFT  0.99994586   +0 14 25.0
 AH6197;UTM  15      - 3,280,407.312   707,869.839   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 09.6
 AH6197:UTM  15      -  BRB 04                                   091 20 50.8
 AH6197
 AH6197|---------------------------------------------------------------------|
 AH6197| PID    Reference Object                     Distance      Geod. Az  |
 AH6197|                                                           dddmmss.s |
 AH6197| AH6204 BRB 04                              APPROX. 0.8 KM 0922434.6 |
 AH6197| AH6519 BRB 06                              APPROX. 0.7 KM 2972325.2 |
 AH6197|---------------------------------------------------------------------|
 AH6197
 AH6197                          SUPERSEDED SURVEY CONTROL
 AH6197
 AH6197  ELLIP H (02/21/02)  -23.944  (m)                       GP(       ) 5 1
 AH6197  NAD 83(1992)-  29 38 10.52109(N)    090 51 10.03232(W) AD(       ) 1
 AH6197  ELLIP H (12/17/98)  -23.925  (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 = MARCH 13, 2009
 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(2007)-  29 38 20.90147(N)    090 51 32.96778(W)     ADJUSTED  
 AH6519* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6519  **This station is located in a suspected subsidence area (see below).
 AH6519  ___________________________________________________________________
 AH6519  EPOCH DATE  -        2002.00
 AH6519  X           -     -83,191.780 (meters)                     COMP
 AH6519  Y           -  -5,547,503.696 (meters)                     COMP
 AH6519  Z           -   3,135,657.225 (meters)                     COMP
 AH6519  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6519  ELLIP HEIGHT-         -23.668 (meters)          (02/10/07) ADJUSTED
 AH6519  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6519
 AH6519  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6519  Type    PID    Designation                      North   East  Ellip
 AH6519  -------------------------------------------------------------------
 AH6519  NETWORK AH6519 BRB 06                            1.57   1.37   3.19
 AH6519  -------------------------------------------------------------------
 AH6519
 AH6519.The horizontal coordinates were established by GPS observations
 AH6519.and adjusted by the National Geodetic Survey in February 2007.
 AH6519
 AH6519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6519.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6519.The horizontal coordinates are valid at the epoch date displayed above.
 AH6519.The epoch date for horizontal control is a decimal equivalence
 AH6519.of Year/Month/Day.
 AH6519
 AH6519.The orthometric height was determined by GPS observations and a
 AH6519.high-resolution geoid model.
 AH6519 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6519 ** and geoid heights are valid at the date of observation. These heights
 AH6519 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,362.919 1,045,913.430   MT  0.99994554   +0 14 13.5
 AH6519;SPC LA S     -   414,575.68  3,431,467.64   sFT  0.99994554   +0 14 13.5
 AH6519;UTM  15      - 3,280,715.499   707,247.040   MT  1.00012999   +1 03 32.8
 AH6519
 AH6519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6519!SPC LA S     -   1.00000372  x   0.99994554  =   0.99994926
 AH6519!UTM  15      -   1.00000372  x   1.00012999  =   1.00013371
 AH6519
 AH6519:                Primary Azimuth Mark                     Grid Az
 AH6519:SPC LA S     -  BRB 07                                   299 34 56.1
 AH6519:UTM  15      -  BRB 07                                   298 45 36.8
 AH6519
 AH6519|---------------------------------------------------------------------|
 AH6519| PID    Reference Object                     Distance      Geod. Az  |
 AH6519|                                                           dddmmss.s |
 AH6519| AH6522 BRB 07                              APPROX. 0.9 KM 2994909.6 |
 AH6519|---------------------------------------------------------------------|
 AH6519
 AH6519                          SUPERSEDED SURVEY CONTROL
 AH6519
 AH6519  ELLIP H (02/21/02)  -23.647  (m)                       GP(       ) 5 1
 AH6519  NAD 83(1992)-  29 38 20.90160(N)    090 51 32.96688(W) AD(       ) 1
 AH6519  ELLIP H (12/17/98)  -23.639  (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: 15RYN0724780715(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 = MARCH 13, 2009
 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(2007)-  29 38 34.88025(N)    090 52 00.88915(W)     ADJUSTED  
 AH6522* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6522  **This station is located in a suspected subsidence area (see below).
 AH6522  ___________________________________________________________________
 AH6522  EPOCH DATE  -        2002.00
 AH6522  X           -     -83,939.501 (meters)                     COMP
 AH6522  Y           -  -5,547,279.254 (meters)                     COMP
 AH6522  Z           -   3,136,031.153 (meters)                     COMP
 AH6522  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6522  ELLIP HEIGHT-         -23.997 (meters)          (02/10/07) ADJUSTED
 AH6522  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6522
 AH6522  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6522  Type    PID    Designation                      North   East  Ellip
 AH6522  -------------------------------------------------------------------
 AH6522  NETWORK AH6522 BRB 07                            1.27   1.18   2.76
 AH6522  -------------------------------------------------------------------
 AH6522
 AH6522.The horizontal coordinates were established by GPS observations
 AH6522.and adjusted by the National Geodetic Survey in February 2007.
 AH6522
 AH6522.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6522.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6522.The horizontal coordinates are valid at the epoch date displayed above.
 AH6522.The epoch date for horizontal control is a decimal equivalence
 AH6522.of Year/Month/Day.
 AH6522
 AH6522.The orthometric height was determined by GPS observations and a
 AH6522.high-resolution geoid model.
 AH6522 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6522 ** and geoid heights are valid at the date of observation. These heights
 AH6522 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,790.226 1,045,160.691   MT  0.99994512   +0 13 59.6
 AH6522;SPC LA S     -   415,977.60  3,428,998.03   sFT  0.99994512   +0 13 59.6
 AH6522;UTM  15      - 3,281,132.038   706,488.109   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 56.2
 AH6522:UTM  15      -  BRB 06                                   118 45 36.4
 AH6522
 AH6522|---------------------------------------------------------------------|
 AH6522| PID    Reference Object                     Distance      Geod. Az  |
 AH6522|                                                           dddmmss.s |
 AH6522| AH6519 BRB 06                              APPROX. 0.9 KM 1194855.8 |
 AH6522|---------------------------------------------------------------------|
 AH6522
 AH6522                          SUPERSEDED SURVEY CONTROL
 AH6522
 AH6522  ELLIP H (02/21/02)  -23.975  (m)                       GP(       ) 5 1
 AH6522  NAD 83(1992)-  29 38 34.88047(N)    090 52 00.88829(W) AD(       ) 1
 AH6522  ELLIP H (12/17/98)  -23.974  (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 = MARCH 13, 2009
 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(2007)-  29 39 40.37073(N)    090 52 31.38485(W)     ADJUSTED  
 AH6201* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6201  **This station is located in a suspected subsidence area (see below).
 AH6201  ___________________________________________________________________
 AH6201  EPOCH DATE  -        2002.00
 AH6201  X           -     -84,744.403 (meters)                     COMP
 AH6201  Y           -  -5,546,268.918 (meters)                     COMP
 AH6201  Z           -   3,137,783.371 (meters)                     COMP
 AH6201  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6201  ELLIP HEIGHT-         -24.409 (meters)          (02/10/07) ADJUSTED
 AH6201  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6201
 AH6201  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6201  Type    PID    Designation                      North   East  Ellip
 AH6201  -------------------------------------------------------------------
 AH6201  NETWORK AH6201 BRB 08                            1.16   1.06   2.59
 AH6201  -------------------------------------------------------------------
 AH6201
 AH6201.The horizontal coordinates were established by GPS observations
 AH6201.and adjusted by the National Geodetic Survey in February 2007.
 AH6201
 AH6201.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6201.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6201.The horizontal coordinates are valid at the epoch date displayed above.
 AH6201.The epoch date for horizontal control is a decimal equivalence
 AH6201.of Year/Month/Day.
 AH6201
 AH6201.The orthometric height was determined by GPS observations and a
 AH6201.high-resolution geoid model.
 AH6201 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6201 ** and geoid heights are valid at the date of observation. These heights
 AH6201 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,803.288 1,044,332.437   MT  0.99994320   +0 13 44.3
 AH6201;SPC LA S     -   422,582.12  3,426,280.67   sFT  0.99994320   +0 13 44.3
 AH6201;UTM  15      - 3,283,133.363   705,630.890   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 03.6
 AH6201:UTM  15      -  BRB 09                                   341 08 41.5
 AH6201
 AH6201|---------------------------------------------------------------------|
 AH6201| PID    Reference Object                     Distance      Geod. Az  |
 AH6201|                                                           dddmmss.s |
 AH6201| AH6202 BRB 09                              APPROX. 0.9 KM 3421147.9 |
 AH6201|---------------------------------------------------------------------|
 AH6201
 AH6201                          SUPERSEDED SURVEY CONTROL
 AH6201
 AH6201  ELLIP H (02/21/02)  -24.386  (m)                       GP(       ) 5 1
 AH6201  NAD 83(1992)-  29 39 40.37091(N)    090 52 31.38397(W) AD(       ) 1
 AH6201  ELLIP H (12/17/98)  -24.391  (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 = MARCH 13, 2009
 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(2007)-  29 40 07.54102(N)    090 52 41.37568(W)     ADJUSTED  
 AH6202* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6202  **This station is located in a suspected subsidence area (see below).
 AH6202  ___________________________________________________________________
 AH6202  EPOCH DATE  -        2002.00
 AH6202  X           -     -85,006.703 (meters)                     COMP
 AH6202  Y           -  -5,545,850.910 (meters)                     COMP
 AH6202  Z           -   3,138,510.375 (meters)                     COMP
 AH6202  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6202  ELLIP HEIGHT-         -24.286 (meters)          (02/10/07) ADJUSTED
 AH6202  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AH6202
 AH6202  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6202  Type    PID    Designation                      North   East  Ellip
 AH6202  -------------------------------------------------------------------
 AH6202  NETWORK AH6202 BRB 09                            1.25   1.14   2.86
 AH6202  -------------------------------------------------------------------
 AH6202
 AH6202.The horizontal coordinates were established by GPS observations
 AH6202.and adjusted by the National Geodetic Survey in February 2007.
 AH6202
 AH6202.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6202.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6202.The horizontal coordinates are valid at the epoch date displayed above.
 AH6202.The epoch date for horizontal control is a decimal equivalence
 AH6202.of Year/Month/Day.
 AH6202
 AH6202.The orthometric height was determined by GPS observations and a
 AH6202.high-resolution geoid model.
 AH6202 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6202 ** and geoid heights are valid at the date of observation. These heights
 AH6202 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,638.758 1,044,060.455   MT  0.99994244   +0 13 39.3
 AH6202;SPC LA S     -   425,323.16  3,425,388.34   sFT  0.99994244   +0 13 39.3
 AH6202;UTM  15      - 3,283,964.989   705,346.886   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 03.6
 AH6202:UTM  15      -  BRB 08                                   161 08 40.6
 AH6202
 AH6202|---------------------------------------------------------------------|
 AH6202| PID    Reference Object                     Distance      Geod. Az  |
 AH6202|                                                           dddmmss.s |
 AH6202| AH6201 BRB 08                              APPROX. 0.9 KM 1621142.9 |
 AH6202|---------------------------------------------------------------------|
 AH6202
 AH6202                          SUPERSEDED SURVEY CONTROL
 AH6202
 AH6202  ELLIP H (02/21/02)  -24.264  (m)                       GP(       ) 5 1
 AH6202  NAD 83(1992)-  29 40 07.54116(N)    090 52 41.37477(W) AD(       ) 1
 AH6202  ELLIP H (12/17/98)  -24.269  (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 = MARCH 13, 2009
 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(2007)-  29 40 25.27584(N)    090 52 59.10983(W)     ADJUSTED  
 AH6523* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6523  **This station is located in a suspected subsidence area (see below).
 AH6523  ___________________________________________________________________
 AH6523  EPOCH DATE  -        2002.00
 AH6523  X           -     -85,479.356 (meters)                     COMP
 AH6523  Y           -  -5,545,573.323 (meters)                     COMP
 AH6523  Z           -   3,138,984.857 (meters)                     COMP
 AH6523  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6523  ELLIP HEIGHT-         -24.256 (meters)          (02/10/07) ADJUSTED
 AH6523  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AH6523
 AH6523  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6523  Type    PID    Designation                      North   East  Ellip
 AH6523  -------------------------------------------------------------------
 AH6523  NETWORK AH6523 BRB 10                            1.10   1.08   2.78
 AH6523  -------------------------------------------------------------------
 AH6523
 AH6523.The horizontal coordinates were established by GPS observations
 AH6523.and adjusted by the National Geodetic Survey in February 2007.
 AH6523
 AH6523.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6523.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6523.The horizontal coordinates are valid at the epoch date displayed above.
 AH6523.The epoch date for horizontal control is a decimal equivalence
 AH6523.of Year/Month/Day.
 AH6523
 AH6523.The orthometric height was determined by GPS observations and a
 AH6523.high-resolution geoid model.
 AH6523 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6523 ** and geoid heights are valid at the date of observation. These heights
 AH6523 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,182.907 1,043,581.464   MT  0.99994194   +0 13 30.5
 AH6523;SPC LA S     -   427,108.42  3,423,816.85   sFT  0.99994194   +0 13 30.5
 AH6523;UTM  15      - 3,284,502.296   704,860.041   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 (02/21/02)  -24.244  (m)                       GP(       ) 5 1
 AH6523  NAD 83(1992)-  29 40 25.27559(N)    090 52 59.10883(W) AD(       ) 1
 AH6523  ELLIP H (12/17/98)  -24.243  (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 = MARCH 13, 2009
 AH6528 ***********************************************************************
 AH6528  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 41 17.47957(N)    090 53 33.90770(W)     ADJUSTED  
 AH6528* NAVD 88     -         1.20   (meters)       3.9    (feet)  GPS OBS(2006.81)
 AH6528  **This station is located in a suspected subsidence area (see below).
 AH6528  ___________________________________________________________________
 AH6528  EPOCH DATE  -        2002.00
 AH6528  X           -     -86,402.519 (meters)                     COMP
 AH6528  Y           -  -5,544,762.988 (meters)                     COMP
 AH6528  Z           -   3,140,381.352 (meters)                     COMP
 AH6528  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6528  ELLIP HEIGHT-         -24.257 (meters)          (03/12/08) ADJUSTED
 AH6528  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 AH6528  HORZ ORDER  -  A
 AH6528  ELLP ORDER  -  THIRD     CLASS I
 AH6528
 AH6528.The horizontal coordinates were established by GPS observations
 AH6528.and adjusted by the National Geodetic Survey in March 2008.
 AH6528
 AH6528.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6528.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6528.The horizontal coordinates are valid at the epoch date displayed above.
 AH6528.The epoch date for horizontal control is a decimal equivalence
 AH6528.of Year/Month/Day.
 AH6528
 AH6528.The orthometric height was determined by GPS observations and a
 AH6528.high-resolution geoid model.
 AH6528 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6528 ** and geoid heights are valid at the date of observation. These heights
 AH6528 ** must always be validated when used as control.
 AH6528 ** The orthometric height was determined by GPS observations using
 AH6528 ** precise GPS observation and processing techniques and a new
 AH6528 ** realization of GEOID03. It supersedes any height that may have been
 AH6528 ** previously determined for this station.
 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
 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     -   131,786.562 1,042,639.665   MT  0.99994054   +0 13 13.1
 AH6528;SPC LA S     -   432,369.75  3,420,726.97   sFT  0.99994054   +0 13 13.1
 AH6528;UTM  15      - 3,286,092.526   703,895.124   MT  1.00011297   +1 02 38.5
 AH6528
 AH6528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6528!SPC LA S     -   1.00000381  x   0.99994054  =   0.99994435
 AH6528!UTM  15      -   1.00000381  x   1.00011297  =   1.00011678
 AH6528
 AH6528:                Primary Azimuth Mark                     Grid Az
 AH6528:SPC LA S     -  BR 1                                     157 20 23.1
 AH6528:UTM  15      -  BR 1                                     156 30 57.7
 AH6528
 AH6528|---------------------------------------------------------------------|
 AH6528| PID    Reference Object                     Distance      Geod. Az  |
 AH6528|                                                           dddmmss.s |
 AH6528| AH6527 BR 1                                APPROX. 0.6 KM 1573336.2 |
 AH6528| AH6185 BRB 12                              APPROX. 0.6 KM 3065845.6 |
 AH6528|---------------------------------------------------------------------|
 AH6528
 AH6528                          SUPERSEDED SURVEY CONTROL
 AH6528
 AH6528  NAD 83(2007)-  29 41 17.48027(N)    090 53 33.90764(W) AD(       ) 0
 AH6528  ELLIP H (02/10/07)  -24.227  (m)                       GP(       )    
 AH6528  ELLIP H (02/21/02)  -24.196  (m)                       GP(       ) 5 1
 AH6528  NAD 83(1992)-  29 41 17.48033(N)    090 53 33.90657(W) AD(       ) 1
 AH6528  ELLIP H (12/17/98)  -24.193  (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 - October 30, 2007
 AH6528
 AH6528  HISTORY     - Date     Condition        Report By
 AH6528  HISTORY     - 1995     MONUMENTED       MPHI
 AH6528  HISTORY     - 20060602 GOOD             NGS
 AH6528  HISTORY     - 20071030 GOOD             NGS
 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).
 AH6528
 AH6528                          STATION RECOVERY (2006)
 AH6528
 AH6528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AH6528'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6528
 AH6528                          STATION RECOVERY (2007)
 AH6528
 AH6528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AH6528'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AH6528'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AH6528'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AH6528'PROTECTIVE BUMPERS TUBES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 41 28.97633(N)    090 53 51.39501(W)     ADJUSTED  
 AH6185* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6185  **This station is located in a suspected subsidence area (see below).
 AH6185  ___________________________________________________________________
 AH6185  EPOCH DATE  -        2002.00
 AH6185  X           -     -86,869.862 (meters)                     COMP
 AH6185  Y           -  -5,544,580.341 (meters)                     COMP
 AH6185  Z           -   3,140,688.880 (meters)                     COMP
 AH6185  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6185  ELLIP HEIGHT-         -24.244 (meters)          (02/10/07) ADJUSTED
 AH6185  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AH6185
 AH6185  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6185  Type    PID    Designation                      North   East  Ellip
 AH6185  -------------------------------------------------------------------
 AH6185  NETWORK AH6185 BRB 12                            1.33   1.39   3.37
 AH6185  -------------------------------------------------------------------
 AH6185
 AH6185.The horizontal coordinates were established by GPS observations
 AH6185.and adjusted by the National Geodetic Survey in February 2007.
 AH6185
 AH6185.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6185.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6185.The horizontal coordinates are valid at the epoch date displayed above.
 AH6185.The epoch date for horizontal control is a decimal equivalence
 AH6185.of Year/Month/Day.
 AH6185
 AH6185.The orthometric height was determined by GPS observations and a
 AH6185.high-resolution geoid model.
 AH6185 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6185 ** and geoid heights are valid at the date of observation. These heights
 AH6185 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,138.736 1,042,168.202   MT  0.99994024   +0 13 04.3
 AH6185;SPC LA S     -   433,525.17  3,419,180.18   sFT  0.99994024   +0 13 04.3
 AH6185;UTM  15      - 3,286,437.945   703,418.564   MT  1.00011058   +1 02 30.2
 AH6185
 AH6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6185!SPC LA S     -   1.00000381  x   0.99994024  =   0.99994405
 AH6185!UTM  15      -   1.00000381  x   1.00011058  =   1.00011439
 AH6185
 AH6185:                Primary Azimuth Mark                     Grid Az
 AH6185:SPC LA S     -  BRB 11                                   126 45 32.6
 AH6185:UTM  15      -  BRB 11                                   125 56 06.7
 AH6185
 AH6185|---------------------------------------------------------------------|
 AH6185| PID    Reference Object                     Distance      Geod. Az  |
 AH6185|                                                           dddmmss.s |
 AH6185| AH6528 BRB 11                              APPROX. 0.6 KM 1265836.9 |
 AH6185|---------------------------------------------------------------------|
 AH6185
 AH6185                          SUPERSEDED SURVEY CONTROL
 AH6185
 AH6185  ELLIP H (02/21/02)  -24.221  (m)                       GP(       ) 5 1
 AH6185  NAD 83(1992)-  29 41 28.97603(N)    090 53 51.39396(W) AD(       ) 1
 AH6185  ELLIP H (12/17/98)  -24.216  (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 = MARCH 13, 2009
 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(2007)-  29 41 41.38215(N)    090 54 16.30689(W)     ADJUSTED  
 AH6529* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6529  **This station is located in a suspected subsidence area (see below).
 AH6529  ___________________________________________________________________
 AH6529  EPOCH DATE  -        2002.00
 AH6529  X           -     -87,536.525 (meters)                     COMP
 AH6529  Y           -  -5,544,380.501 (meters)                     COMP
 AH6529  Z           -   3,141,020.643 (meters)                     COMP
 AH6529  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6529  ELLIP HEIGHT-         -24.374 (meters)          (02/10/07) ADJUSTED
 AH6529  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AH6529
 AH6529  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6529  Type    PID    Designation                      North   East  Ellip
 AH6529  -------------------------------------------------------------------
 AH6529  NETWORK AH6529 BRB 13                            1.49   1.41   3.41
 AH6529  -------------------------------------------------------------------
 AH6529
 AH6529.The horizontal coordinates were established by GPS observations
 AH6529.and adjusted by the National Geodetic Survey in February 2007.
 AH6529
 AH6529.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6529.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6529.The horizontal coordinates are valid at the epoch date displayed above.
 AH6529.The epoch date for horizontal control is a decimal equivalence
 AH6529.of Year/Month/Day.
 AH6529
 AH6529.The orthometric height was determined by GPS observations and a
 AH6529.high-resolution geoid model.
 AH6529 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6529 ** and geoid heights are valid at the date of observation. These heights
 AH6529 ** must always be validated when used as control.
 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 more information.
 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
 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     -   132,518.171 1,041,497.080   MT  0.99993992   +0 12 51.9
 AH6529;SPC LA S     -   434,770.03  3,416,978.34   sFT  0.99993992   +0 12 51.9
 AH6529;UTM  15      - 3,286,807.752   702,741.940   MT  1.00010719   +1 02 18.3
 AH6529
 AH6529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6529!SPC LA S     -   1.00000383  x   0.99993992  =   0.99994375
 AH6529!UTM  15      -   1.00000383  x   1.00010719  =   1.00011102
 AH6529
 AH6529:                Primary Azimuth Mark                     Grid Az
 AH6529:SPC LA S     -  BRB 12                                   119 28 57.6
 AH6529:UTM  15      -  BRB 12                                   118 39 31.2
 AH6529
 AH6529|---------------------------------------------------------------------|
 AH6529| PID    Reference Object                     Distance      Geod. Az  |
 AH6529|                                                           dddmmss.s |
 AH6529| AH6185 BRB 12                              APPROX. 0.8 KM 1194149.5 |
 AH6529|---------------------------------------------------------------------|
 AH6529
 AH6529                          SUPERSEDED SURVEY CONTROL
 AH6529
 AH6529  ELLIP H (02/21/02)  -24.352  (m)                       GP(       ) 5 1
 AH6529  NAD 83(1992)-  29 41 41.38168(N)    090 54 16.30576(W) AD(       ) 1
 AH6529  ELLIP H (12/17/98)  -24.355  (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 = MARCH 13, 2009
 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(2007)-  29 42 01.30259(N)    090 54 32.58524(W)     ADJUSTED  
 AH6517* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6517  **This station is located in a suspected subsidence area (see below).
 AH6517  ___________________________________________________________________
 AH6517  EPOCH DATE  -        2002.00
 AH6517  X           -     -87,969.260 (meters)                     COMP
 AH6517  Y           -  -5,544,069.416 (meters)                     COMP
 AH6517  Z           -   3,141,553.261 (meters)                     COMP
 AH6517  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6517  ELLIP HEIGHT-         -24.745 (meters)          (02/10/07) ADJUSTED
 AH6517  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 AH6517
 AH6517  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6517  Type    PID    Designation                      North   East  Ellip
 AH6517  -------------------------------------------------------------------
 AH6517  NETWORK AH6517 BRB 14                            1.41   1.47   3.14
 AH6517  -------------------------------------------------------------------
 AH6517
 AH6517.The horizontal coordinates were established by GPS observations
 AH6517.and adjusted by the National Geodetic Survey in February 2007.
 AH6517
 AH6517.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6517.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6517.The horizontal coordinates are valid at the epoch date displayed above.
 AH6517.The epoch date for horizontal control is a decimal equivalence
 AH6517.of Year/Month/Day.
 AH6517
 AH6517.The orthometric height was determined by GPS observations and a
 AH6517.high-resolution geoid model.
 AH6517 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6517 ** and geoid heights are valid at the date of observation. These heights
 AH6517 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,129.870 1,041,057.221   MT  0.99993941   +0 12 43.7
 AH6517;SPC LA S     -   436,776.92  3,415,535.23   sFT  0.99993941   +0 12 43.7
 AH6517;UTM  15      - 3,287,413.162   702,293.255   MT  1.00010494   +1 02 10.8
 AH6517
 AH6517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6517!SPC LA S     -   1.00000389  x   0.99993941  =   0.99994330
 AH6517!UTM  15      -   1.00000389  x   1.00010494  =   1.00010883
 AH6517
 AH6517:                Primary Azimuth Mark                     Grid Az
 AH6517:SPC LA S     -  BRB 13                                   144 16 51.5
 AH6517:UTM  15      -  BRB 13                                   143 27 24.4
 AH6517
 AH6517|---------------------------------------------------------------------|
 AH6517| PID    Reference Object                     Distance      Geod. Az  |
 AH6517|                                                           dddmmss.s |
 AH6517| AH6529 BRB 13                              APPROX. 0.8 KM 1442935.2 |
 AH6517|---------------------------------------------------------------------|
 AH6517
 AH6517                          SUPERSEDED SURVEY CONTROL
 AH6517
 AH6517  ELLIP H (02/21/02)  -24.722  (m)                       GP(       ) 5 1
 AH6517  NAD 83(1992)-  29 42 01.30201(N)    090 54 32.58409(W) AD(       ) 1
 AH6517  ELLIP H (12/17/98)  -24.726  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1219  **This station is located in a suspected subsidence area (see below).
 AT1219  ___________________________________________________________________
 AT1219  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AT1219  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5193  **This station is located in a suspected subsidence area (see below).
 BJ5193  ___________________________________________________________________
 BJ5193  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5193  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5193 ** and geoid heights are valid at the date of observation. These heights
 BJ5193 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5190  **This station is located in a suspected subsidence area (see below).
 BJ5190  ___________________________________________________________________
 BJ5190  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5190  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5190 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5190 ** and geoid heights are valid at the date of observation. These heights
 BJ5190 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5194  **This station is located in a suspected subsidence area (see below).
 BJ5194  ___________________________________________________________________
 BJ5194  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5194  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5191  **This station is located in a suspected subsidence area (see below).
 BJ5191  ___________________________________________________________________
 BJ5191  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ5191  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5192  **This station is located in a suspected subsidence area (see below).
 BJ5192  ___________________________________________________________________
 BJ5192  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ5192  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4349  **This station is located in a suspected subsidence area (see below).
 BJ4349  ___________________________________________________________________
 BJ4349  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ4349  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4349 ** and geoid heights are valid at the date of observation. These heights
 BJ4349 ** must always be validated when used as control.
 BJ4349 ** The orthometric height has not been validated since last determined
 BJ4349 ** by differential leveling and should not be used for control purposes.
 BJ4349 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4349 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4349 ** epoch indicated which incorporates improved geoid heights for the
 BJ4349 ** Southern Louisiana Subsidence area.
 BJ4349 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1016  **This station is located in a suspected subsidence area (see below).
 AT1016  ___________________________________________________________________
 AT1016  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1016  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1013  **This station is located in a suspected subsidence area (see below).
 AT1013  ___________________________________________________________________
 AT1013  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AT1013  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1013 ** and geoid heights are valid at the date of observation. These heights
 AT1013 ** must always be validated when used as control.
 AT1013 ** The orthometric height has not been validated since last determined
 AT1013 ** by differential leveling and should not be used for control purposes.
 AT1013 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1013 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1013 ** epoch indicated which incorporates improved geoid heights for the
 AT1013 ** Southern Louisiana Subsidence area.
 AT1013 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0675  **This station is located in a suspected subsidence area (see below).
 AV0675  ___________________________________________________________________
 AV0675  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AV0675  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0675 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0675 ** and geoid heights are valid at the date of observation. These heights
 AV0675 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4767  **This station is located in a suspected subsidence area (see below).
 BJ4767  ___________________________________________________________________
 BJ4767  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4767  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4767 ** and geoid heights are valid at the date of observation. These heights
 BJ4767 ** must always be validated when used as control.
 BJ4767 ** The orthometric height has not been validated since last determined
 BJ4767 ** by differential leveling and should not be used for control purposes.
 BJ4767 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4767 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4767 ** epoch indicated which incorporates improved geoid heights for the
 BJ4767 ** Southern Louisiana Subsidence area.
 BJ4767 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2949  **This station is located in a suspected subsidence area (see below).
 AU2949  ___________________________________________________________________
 AU2949  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AU2949  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2949 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2949 ** and geoid heights are valid at the date of observation. These heights
 AU2949 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3033  **This station is located in a suspected subsidence area (see below).
 AU3033  ___________________________________________________________________
 AU3033  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AU3033  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3033 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3033 ** and geoid heights are valid at the date of observation. These heights
 AU3033 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ5336* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5336  **This station is located in a suspected subsidence area (see below).
 BJ5336  ___________________________________________________________________
 BJ5336  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ5336  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5336 ** and geoid heights are valid at the date of observation. These heights
 BJ5336 ** must always be validated when used as control.
 BJ5336 ** The orthometric height has not been validated since last determined
 BJ5336 ** by differential leveling and should not be used for control purposes.
 BJ5336 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5336 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5336 ** epoch indicated which incorporates improved geoid heights for the
 BJ5336 ** Southern Louisiana Subsidence area.
 BJ5336 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2793  **This station is located in a suspected subsidence area (see below).
 AU2793  ___________________________________________________________________
 AU2793  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2793  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2780  **This station is located in a suspected subsidence area (see below).
 AU2780  ___________________________________________________________________
 AU2780  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU2780  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2903  **This station is located in a suspected subsidence area (see below).
 AU2903  ___________________________________________________________________
 AU2903  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2903  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2903 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2903 ** and geoid heights are valid at the date of observation. These heights
 AU2903 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0997  **This station is located in a suspected subsidence area (see below).
 AT0997  ___________________________________________________________________
 AT0997  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AT0997  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0997 ** and geoid heights are valid at the date of observation. These heights
 AT0997 ** must always be validated when used as control.
 AT0997 ** The orthometric height has not been validated since last determined
 AT0997 ** by differential leveling and should not be used for control purposes.
 AT0997 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0997 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0997 ** epoch indicated which incorporates improved geoid heights for the
 AT0997 ** Southern Louisiana Subsidence area.
 AT0997 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0564  **This station is located in a suspected subsidence area (see below).
 BK0564  ___________________________________________________________________
 BK0564  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 BK0564  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0564 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0564 ** and geoid heights are valid at the date of observation. These heights
 BK0564 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4489  **This station is located in a suspected subsidence area (see below).
 BJ4489  ___________________________________________________________________
 BJ4489  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BJ4489  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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                              204.318 METERS 11720     |
 CQ2728| CY3896 BROOKS 2 RM 6                        50.822 METERS 22627     |
 CQ2728| CY3894 BROOKS 2 AZ MK                                     2471103.6 |
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5169  **This station is located in a suspected subsidence area (see below).
 BJ5169  ___________________________________________________________________
 BJ5169  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ5169  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5169 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5169 ** and geoid heights are valid at the date of observation. These heights
 BJ5169 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ5174* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5174  **This station is located in a suspected subsidence area (see below).
 BJ5174  ___________________________________________________________________
 BJ5174  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ5174  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5174 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5174 ** and geoid heights are valid at the date of observation. These heights
 BJ5174 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5164  **This station is located in a suspected subsidence area (see below).
 BJ5164  ___________________________________________________________________
 BJ5164  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ5164  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5165  **This station is located in a suspected subsidence area (see below).
 BJ5165  ___________________________________________________________________
 BJ5165  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ5165  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0836  **This station is located in a suspected subsidence area (see below).
 AV0836  ___________________________________________________________________
 AV0836  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0836  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0836 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0836 ** and geoid heights are valid at the date of observation. These heights
 AV0836 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4542  **This station is located in a suspected subsidence area (see below).
 BJ4542  ___________________________________________________________________
 BJ4542  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BJ4542  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4542 ** and geoid heights are valid at the date of observation. These heights
 BJ4542 ** must always be validated when used as control.
 BJ4542 ** The orthometric height has not been validated since last determined
 BJ4542 ** by differential leveling and should not be used for control purposes.
 BJ4542 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4542 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4542 ** epoch indicated which incorporates improved geoid heights for the
 BJ4542 ** Southern Louisiana Subsidence area.
 BJ4542 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2752  ___________________________________________________________________
 CQ2752  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CQ2752  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ2752+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2008
 CQ2752
 CQ2752  HISTORY     - Date     Condition        Report By
 CQ2752  HISTORY     - 1971     FIRST OBSERVED   NGS
 CQ2752  HISTORY     - 19910515 GOOD             USPSQD
 CQ2752  HISTORY     - 20081018 GOOD             GEOCAC
 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.
 CQ2752
 CQ2752                          STATION RECOVERY (2008)
 CQ2752
 CQ2752'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3099  **This station is located in a suspected subsidence area (see below).
 BK3099  ___________________________________________________________________
 BK3099  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3099  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK3099 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3099 ** and geoid heights are valid at the date of observation. These heights
 BK3099 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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| CP1712 BRUIN RM 6 AZ MK                                   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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2731  **This station is located in a suspected subsidence area (see below).
 BK2731  ___________________________________________________________________
 BK2731  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2731  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2731 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2731 ** and geoid heights are valid at the date of observation. These heights
 BK2731 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3224  **This station is located in a suspected subsidence area (see below).
 AU3224  ___________________________________________________________________
 AU3224  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3224  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3224 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3224 ** and geoid heights are valid at the date of observation. These heights
 AU3224 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3221  **This station is located in a suspected subsidence area (see below).
 AU3221  ___________________________________________________________________
 AU3221  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3221  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3221 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3221 ** and geoid heights are valid at the date of observation. These heights
 AU3221 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 26 14.91476(N)    090 45 10.10078(W)     ADJUSTED  
 AH6163* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6163  **This station is located in a suspected subsidence area (see below).
 AH6163  ___________________________________________________________________
 AH6163  EPOCH DATE  -        2002.00
 AH6163  X           -     -73,039.194 (meters)                     COMP
 AH6163  Y           -  -5,558,667.174 (meters)                     COMP
 AH6163  Z           -   3,116,208.995 (meters)                     COMP
 AH6163  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6163  ELLIP HEIGHT-         -24.438 (meters)          (02/10/07) ADJUSTED
 AH6163  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6163
 AH6163  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6163  Type    PID    Designation                      North   East  Ellip
 AH6163  -------------------------------------------------------------------
 AH6163  NETWORK AH6163 BRUNET                            1.10   1.04   2.51
 AH6163  -------------------------------------------------------------------
 AH6163
 AH6163.The horizontal coordinates were established by GPS observations
 AH6163.and adjusted by the National Geodetic Survey in February 2007.
 AH6163
 AH6163.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6163.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6163.The horizontal coordinates are valid at the epoch date displayed above.
 AH6163.The epoch date for horizontal control is a decimal equivalence
 AH6163.of Year/Month/Day.
 AH6163
 AH6163.The orthometric height was determined by GPS observations and a
 AH6163.high-resolution geoid model.
 AH6163 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6163 ** and geoid heights are valid at the date of observation. These heights
 AH6163 ** must always be validated when used as control.
 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 more information.
 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
 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     -   104,058.251 1,056,324.426   MT  0.99997375   +0 17 25.0
 AH6163;SPC LA S     -   341,397.78  3,465,624.39   sFT  0.99997375   +0 17 25.0
 AH6163;UTM  15      - 3,258,557.387   717,977.680   MT  1.00018632   +1 06 17.5
 AH6163
 AH6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6163!SPC LA S     -   1.00000384  x   0.99997375  =   0.99997759
 AH6163!UTM  15      -   1.00000384  x   1.00018632  =   1.00019016
 AH6163
 AH6163|---------------------------------------------------------------------|
 AH6163| PID    Reference Object                     Distance      Geod. Az  |
 AH6163|                                                           dddmmss.s |
 AH6163| AH6285 D 4                                 225.657 METERS 04006     |
 AH6163|---------------------------------------------------------------------|
 AH6163
 AH6163                          SUPERSEDED SURVEY CONTROL
 AH6163
 AH6163  ELLIP H (02/21/02)  -24.399  (m)                       GP(       ) 5 1
 AH6163  NAD 83(1992)-  29 26 14.91495(N)    090 45 10.09969(W) AD(       ) 1
 AH6163  ELLIP H (12/17/98)  -24.383  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5030  **This station is located in a suspected subsidence area (see below).
 BJ5030  ___________________________________________________________________
 BJ5030  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5030  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5030 ** and geoid heights are valid at the date of observation. These heights
 BJ5030 ** must always be validated when used as control.
 BJ5030 ** The orthometric height has not been validated since last determined
 BJ5030 ** by differential leveling and should not be used for control purposes.
 BJ5030 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5030 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5030 ** epoch indicated which incorporates improved geoid heights for the
 BJ5030 ** Southern Louisiana Subsidence area.
 BJ5030 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2940  **This station is located in a suspected subsidence area (see below).
 AU2940  ___________________________________________________________________
 AU2940  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2940  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2940 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2940 ** and geoid heights are valid at the date of observation. These heights
 AU2940 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ5029* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5029  **This station is located in a suspected subsidence area (see below).
 BJ5029  ___________________________________________________________________
 BJ5029  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ5029  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5029 ** and geoid heights are valid at the date of observation. These heights
 BJ5029 ** must always be validated when used as control.
 BJ5029 ** The orthometric height has not been validated since last determined
 BJ5029 ** by differential leveling and should not be used for control purposes.
 BJ5029 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5029 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5029 ** epoch indicated which incorporates improved geoid heights for the
 BJ5029 ** Southern Louisiana Subsidence area.
 BJ5029 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ5323* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5323  **This station is located in a suspected subsidence area (see below).
 BJ5323  ___________________________________________________________________
 BJ5323  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BJ5323  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5323 ** and geoid heights are valid at the date of observation. These heights
 BJ5323 ** must always be validated when used as control.
 BJ5323 ** The orthometric height has not been validated since last determined
 BJ5323 ** by differential leveling and should not be used for control purposes.
 BJ5323 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5323 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5323 ** epoch indicated which incorporates improved geoid heights for the
 BJ5323 ** Southern Louisiana Subsidence area.
 BJ5323 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5022  **This station is located in a suspected subsidence area (see below).
 BJ5022  ___________________________________________________________________
 BJ5022  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5022  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 44 39.85609(N)    090 48 43.39359(W)     ADJUSTED  
 AH6504* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6504  **This station is located in a suspected subsidence area (see below).
 AH6504  ___________________________________________________________________
 AH6504  EPOCH DATE  -        2002.00
 AH6504  X           -     -78,549.146 (meters)                     COMP
 AH6504  Y           -  -5,541,792.122 (meters)                     COMP
 AH6504  Z           -   3,145,794.110 (meters)                     COMP
 AH6504  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6504  ELLIP HEIGHT-         -22.474 (meters)          (02/10/07) ADJUSTED
 AH6504  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AH6504
 AH6504  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6504  Type    PID    Designation                      North   East  Ellip
 AH6504  -------------------------------------------------------------------
 AH6504  NETWORK AH6504 BT 1                              1.27   1.14   2.72
 AH6504  -------------------------------------------------------------------
 AH6504
 AH6504.The horizontal coordinates were established by GPS observations
 AH6504.and adjusted by the National Geodetic Survey in February 2007.
 AH6504
 AH6504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6504.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6504.The horizontal coordinates are valid at the epoch date displayed above.
 AH6504.The epoch date for horizontal control is a decimal equivalence
 AH6504.of Year/Month/Day.
 AH6504
 AH6504.The orthometric height was determined by GPS observations and a
 AH6504.high-resolution geoid model.
 AH6504 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6504 ** and geoid heights are valid at the date of observation. These heights
 AH6504 ** must always be validated when used as control.
 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 more information.
 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
 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     -   138,050.270 1,050,421.298   MT  0.99993570   +0 15 38.3
 AH6504;SPC LA S     -   452,919.93  3,446,257.21   sFT  0.99993570   +0 15 38.3
 AH6504;UTM  15      - 3,292,468.800   711,587.314   MT  1.00015241   +1 05 09.3
 AH6504
 AH6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6504!SPC LA S     -   1.00000353  x   0.99993570  =   0.99993923
 AH6504!UTM  15      -   1.00000353  x   1.00015241  =   1.00015594
 AH6504
 AH6504:                Primary Azimuth Mark                     Grid Az
 AH6504:SPC LA S     -  BT 1 AZ MK                               139 41 29.6
 AH6504:UTM  15      -  BT 1 AZ MK                               138 51 58.6
 AH6504
 AH6504|---------------------------------------------------------------------|
 AH6504| PID    Reference Object                     Distance      Geod. Az  |
 AH6504|                                                           dddmmss.s |
 AH6504| AH6505 BT 1 AZ MK                          APPROX. 0.5 KM 1395707.9 |
 AH6504|---------------------------------------------------------------------|
 AH6504
 AH6504                          SUPERSEDED SURVEY CONTROL
 AH6504
 AH6504  ELLIP H (02/21/02)  -22.444  (m)                       GP(       ) 5 1
 AH6504  NAD 83(1992)-  29 44 39.85604(N)    090 48 43.39288(W) AD(       ) 1
 AH6504  ELLIP H (12/17/98)  -22.414  (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 = MARCH 13, 2009
 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(2007)-  29 44 26.67119(N)    090 48 30.69486(W)     ADJUSTED  
 AH6505* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6505  **This station is located in a suspected subsidence area (see below).
 AH6505  ___________________________________________________________________
 AH6505  EPOCH DATE  -        2002.00
 AH6505  X           -     -78,210.815 (meters)                     COMP
 AH6505  Y           -  -5,541,998.901 (meters)                     COMP
 AH6505  Z           -   3,145,441.940 (meters)                     COMP
 AH6505  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6505  ELLIP HEIGHT-         -21.820 (meters)          (02/10/07) ADJUSTED
 AH6505  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AH6505
 AH6505  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6505  Type    PID    Designation                      North   East  Ellip
 AH6505  -------------------------------------------------------------------
 AH6505  NETWORK AH6505 BT 1 AZ MK                        1.25   1.18   2.55
 AH6505  -------------------------------------------------------------------
 AH6505
 AH6505.The horizontal coordinates were established by GPS observations
 AH6505.and adjusted by the National Geodetic Survey in February 2007.
 AH6505
 AH6505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6505.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6505.The horizontal coordinates are valid at the epoch date displayed above.
 AH6505.The epoch date for horizontal control is a decimal equivalence
 AH6505.of Year/Month/Day.
 AH6505
 AH6505.The orthometric height was determined by GPS observations and a
 AH6505.high-resolution geoid model.
 AH6505 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6505 ** and geoid heights are valid at the date of observation. These heights
 AH6505 ** must always be validated when used as control.
 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 more information.
 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
 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     -   137,645.879 1,050,764.348   MT  0.99993599   +0 15 44.7
 AH6505;SPC LA S     -   451,593.19  3,447,382.70   sFT  0.99993599   +0 15 44.7
 AH6505;UTM  15      - 3,292,069.306   711,936.229   MT  1.00015423   +1 05 15.2
 AH6505
 AH6505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6505!SPC LA S     -   1.00000343  x   0.99993599  =   0.99993942
 AH6505!UTM  15      -   1.00000343  x   1.00015423  =   1.00015766
 AH6505
 AH6505:                Primary Azimuth Mark                     Grid Az
 AH6505:SPC LA S     -  BT 1                                     319 41 29.5
 AH6505:UTM  15      -  BT 1                                     318 51 59.0
 AH6505
 AH6505|---------------------------------------------------------------------|
 AH6505| PID    Reference Object                     Distance      Geod. Az  |
 AH6505|                                                           dddmmss.s |
 AH6505| AH6504 BT 1                                APPROX. 0.5 KM 3195714.2 |
 AH6505|---------------------------------------------------------------------|
 AH6505
 AH6505                          SUPERSEDED SURVEY CONTROL
 AH6505
 AH6505  ELLIP H (02/21/02)  -21.800  (m)                       GP(       ) 5 1
 AH6505  NAD 83(1992)-  29 44 26.67107(N)    090 48 30.69421(W) AD(       ) 1
 AH6505  ELLIP H (12/17/98)  -21.770  (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 = MARCH 13, 2009
 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(2007)-  29 46 17.65819(N)    090 48 57.36375(W)     ADJUSTED  
 AH6512* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6512  **This station is located in a suspected subsidence area (see below).
 AH6512  ___________________________________________________________________
 AH6512  EPOCH DATE  -        2002.00
 AH6512  X           -     -78,903.206 (meters)                     COMP
 AH6512  Y           -  -5,540,292.458 (meters)                     COMP
 AH6512  Z           -   3,148,408.544 (meters)                     COMP
 AH6512  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6512  ELLIP HEIGHT-         -22.237 (meters)          (02/10/07) ADJUSTED
 AH6512  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 AH6512
 AH6512  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6512  Type    PID    Designation                      North   East  Ellip
 AH6512  -------------------------------------------------------------------
 AH6512  NETWORK AH6512 BT 2                              1.16   1.27   2.61
 AH6512  -------------------------------------------------------------------
 AH6512
 AH6512.The horizontal coordinates were established by GPS observations
 AH6512.and adjusted by the National Geodetic Survey in February 2007.
 AH6512
 AH6512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6512.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6512.The horizontal coordinates are valid at the epoch date displayed above.
 AH6512.The epoch date for horizontal control is a decimal equivalence
 AH6512.of Year/Month/Day.
 AH6512
 AH6512.The orthometric height was determined by GPS observations and a
 AH6512.high-resolution geoid model.
 AH6512 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6512 ** and geoid heights are valid at the date of observation. These heights
 AH6512 ** must always be validated when used as control.
 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 more information.
 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
 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     -   141,059.787 1,050,032.349   MT  0.99993370   +0 15 31.3
 AH6512;SPC LA S     -   462,793.65  3,444,981.13   sFT  0.99993370   +0 15 31.3
 AH6512;UTM  15      - 3,295,473.050   711,154.941   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 41.4
 AH6512:UTM  15      -  BT 2 AZ MK                               346 05 07.1
 AH6512
 AH6512|---------------------------------------------------------------------|
 AH6512| PID    Reference Object                     Distance      Geod. Az  |
 AH6512|                                                           dddmmss.s |
 AH6512| AH6166 BT 2 AZ MK                          473.252 METERS 3471012.7 |
 AH6512|---------------------------------------------------------------------|
 AH6512
 AH6512                          SUPERSEDED SURVEY CONTROL
 AH6512
 AH6512  ELLIP H (02/21/02)  -22.218  (m)                       GP(       ) 5 1
 AH6512  NAD 83(1992)-  29 46 17.65808(N)    090 48 57.36290(W) AD(       ) 1
 AH6512  ELLIP H (12/17/98)  -22.201  (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 = MARCH 13, 2009
 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(2007)-  29 46 32.64414(N)    090 49 01.27594(W)     ADJUSTED  
 AH6166* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6166  **This station is located in a suspected subsidence area (see below).
 AH6166  ___________________________________________________________________
 AH6166  EPOCH DATE  -        2002.00
 AH6166  X           -     -79,005.019 (meters)                     COMP
 AH6166  Y           -  -5,540,061.760 (meters)                     COMP
 AH6166  Z           -   3,148,809.017 (meters)                     COMP
 AH6166  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6166  ELLIP HEIGHT-         -22.337 (meters)          (02/10/07) ADJUSTED
 AH6166  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 AH6166
 AH6166  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6166  Type    PID    Designation                      North   East  Ellip
 AH6166  -------------------------------------------------------------------
 AH6166  NETWORK AH6166 BT 2 AZ MK                        1.23   1.22   2.69
 AH6166  -------------------------------------------------------------------
 AH6166
 AH6166.The horizontal coordinates were established by GPS observations
 AH6166.and adjusted by the National Geodetic Survey in February 2007.
 AH6166
 AH6166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6166.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6166.The horizontal coordinates are valid at the epoch date displayed above.
 AH6166.The epoch date for horizontal control is a decimal equivalence
 AH6166.of Year/Month/Day.
 AH6166
 AH6166.The orthometric height was determined by GPS observations and a
 AH6166.high-resolution geoid model.
 AH6166 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6166 ** and geoid heights are valid at the date of observation. These heights
 AH6166 ** must always be validated when used as control.
 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 more information.
 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
 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     -   141,520.714 1,049,925.185   MT  0.99993342   +0 15 29.4
 AH6166;SPC LA S     -   464,305.88  3,444,629.54   sFT  0.99993342   +0 15 29.4
 AH6166;UTM  15      - 3,295,932.484   711,041.118   MT  1.00014955   +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   1.00014955  =   1.00015306
 AH6166
 AH6166:                Primary Azimuth Mark                     Grid Az
 AH6166:SPC LA S     -  BT 2                                     166 54 41.3
 AH6166:UTM  15      -  BT 2                                     166 05 06.6
 AH6166
 AH6166|---------------------------------------------------------------------|
 AH6166| PID    Reference Object                     Distance      Geod. Az  |
 AH6166|                                                           dddmmss.s |
 AH6166| AH6512 BT 2                                473.252 METERS 1671010.7 |
 AH6166|---------------------------------------------------------------------|
 AH6166
 AH6166                          SUPERSEDED SURVEY CONTROL
 AH6166
 AH6166  ELLIP H (02/21/02)  -22.323  (m)                       GP(       ) 5 1
 AH6166  NAD 83(1992)-  29 46 32.64405(N)    090 49 01.27503(W) AD(       ) 1
 AH6166  ELLIP H (12/17/98)  -22.307  (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 = MARCH 13, 2009
 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(2007)-  30 31 58.38265(N)    091 09 02.24821(W)     ADJUSTED  
 BJ5366* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5366  **This station is located in a suspected subsidence area (see below).
 BJ5366  ___________________________________________________________________
 BJ5366  EPOCH DATE  -        2002.00
 BJ5366  X           -    -110,413.999 (meters)                     COMP
 BJ5366  Y           -  -5,497,367.417 (meters)                     COMP
 BJ5366  Z           -   3,221,391.559 (meters)                     COMP
 BJ5366  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5366  ELLIP HEIGHT-          -7.052 (meters)          (02/10/07) ADJUSTED
 BJ5366  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5366
 BJ5366  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5366  Type    PID    Designation                      North   East  Ellip
 BJ5366  -------------------------------------------------------------------
 BJ5366  NETWORK BJ5366 BTR ARP 2                         0.67   0.63   2.35
 BJ5366  -------------------------------------------------------------------
 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 February 2007.
 BJ5366
 BJ5366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5366.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5366.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5366.The epoch date for horizontal control is a decimal equivalence
 BJ5366.of Year/Month/Day.
 BJ5366
 BJ5366.The orthometric height was determined by GPS observations and a
 BJ5366.high-resolution geoid model.
 BJ5366 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5366 ** and geoid heights are valid at the date of observation. These heights
 BJ5366 ** must always be validated when used as control.
 BJ5366 ** The orthometric height has not been validated since last determined
 BJ5366 ** by differential leveling and should not be used for control purposes.
 BJ5366 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5366 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5366 ** epoch indicated which incorporates improved geoid heights for the
 BJ5366 ** Southern Louisiana Subsidence area.
 BJ5366 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   225,350.751 1,017,533.393   MT  0.99996872   +0 05 28.9
 BJ5366;SPC LA S     -   739,338.26  3,338,357.47   sFT  0.99996872   +0 05 28.9
 BJ5366;UTM  15      - 3,379,290.639   677,422.338   MT  0.99998834   +0 56 23.2
 BJ5366
 BJ5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5366!SPC LA S     -   1.00000111  x   0.99996872  =   0.99996983
 BJ5366!UTM  15      -   1.00000111  x   0.99998834  =   0.99998945
 BJ5366
 BJ5366:                Primary Azimuth Mark                     Grid Az
 BJ5366:SPC LA S     -  BTR M                                    177 41 39.7
 BJ5366:UTM  15      -  BTR M                                    176 50 45.4
 BJ5366
 BJ5366|---------------------------------------------------------------------|
 BJ5366| PID    Reference Object                     Distance      Geod. Az  |
 BJ5366|                                                           dddmmss.s |
 BJ5366| AI2821 BTR M                               419.367 METERS 1774708.6 |
 BJ5366|---------------------------------------------------------------------|
 BJ5366
 BJ5366                          SUPERSEDED SURVEY CONTROL
 BJ5366
 BJ5366  ELLIP H (06/06/02)   -7.012  (m)                       GP(       ) 4 2
 BJ5366  NAD 83(1992)-  30 31 58.38084(N)    091 09 02.24784(W) AD(       ) 2
 BJ5366  ELLIP H (11/16/93)   -6.964  (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 = MARCH 13, 2009
 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(2007)-  30 32 04.25172(N)    091 08 31.20546(W)     ADJUSTED  
 BJ5367* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5367  **This station is located in a suspected subsidence area (see below).
 BJ5367  ___________________________________________________________________
 BJ5367  EPOCH DATE  -        2002.00
 BJ5367  X           -    -109,584.815 (meters)                     COMP
 BJ5367  Y           -  -5,497,292.106 (meters)                     COMP
 BJ5367  Z           -   3,221,547.196 (meters)                     COMP
 BJ5367  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5367  ELLIP HEIGHT-          -7.124 (meters)          (02/10/07) ADJUSTED
 BJ5367  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ5367
 BJ5367  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5367  Type    PID    Designation                      North   East  Ellip
 BJ5367  -------------------------------------------------------------------
 BJ5367  NETWORK BJ5367 BTR K                             0.61   0.61   2.33
 BJ5367  -------------------------------------------------------------------
 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 February 2007.
 BJ5367
 BJ5367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5367.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5367.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5367.The epoch date for horizontal control is a decimal equivalence
 BJ5367.of Year/Month/Day.
 BJ5367
 BJ5367.The orthometric height was determined by GPS observations and a
 BJ5367.high-resolution geoid model.
 BJ5367 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5367 ** and geoid heights are valid at the date of observation. These heights
 BJ5367 ** must always be validated when used as control.
 BJ5367 ** The orthometric height has not been validated since last determined
 BJ5367 ** by differential leveling and should not be used for control purposes.
 BJ5367 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5367 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5367 ** epoch indicated which incorporates improved geoid heights for the
 BJ5367 ** Southern Louisiana Subsidence area.
 BJ5367 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   225,532.833 1,018,360.583   MT  0.99996898   +0 05 44.4
 BJ5367;SPC LA S     -   739,935.64  3,341,071.35   sFT  0.99996898   +0 05 44.4
 BJ5367;UTM  15      - 3,379,484.954   678,246.759   MT  0.99999196   +0 56 39.2
 BJ5367
 BJ5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ5367!SPC LA S     -   1.00000112  x   0.99996898  =   0.99997010
 BJ5367!UTM  15      -   1.00000112  x   0.99999196  =   0.99999308
 BJ5367
 BJ5367                          SUPERSEDED SURVEY CONTROL
 BJ5367
 BJ5367  ELLIP H (05/22/02)   -7.103  (m)                       GP(       ) 4 2
 BJ5367  NAD 83(1992)-  30 32 04.25152(N)    091 08 31.20488(W) AD(       ) 1
 BJ5367  ELLIP H (12/09/99)   -7.092  (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)   -7.026  (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 = MARCH 13, 2009
 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(2007)-  30 32 11.13940(N)    091 09 28.03062(W)     ADJUSTED  
 BJ5368* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5368  **This station is located in a suspected subsidence area (see below).
 BJ5368  ___________________________________________________________________
 BJ5368  EPOCH DATE  -        2002.00
 BJ5368  X           -    -111,097.094 (meters)                     COMP
 BJ5368  Y           -  -5,497,152.863 (meters)                     COMP
 BJ5368  Z           -   3,221,729.236 (meters)                     COMP
 BJ5368  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5368  ELLIP HEIGHT-          -8.403 (meters)          (02/10/07) ADJUSTED
 BJ5368  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ5368
 BJ5368  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5368  Type    PID    Designation                      North   East  Ellip
 BJ5368  -------------------------------------------------------------------
 BJ5368  NETWORK BJ5368 BTR L                             0.61   0.59   2.33
 BJ5368  -------------------------------------------------------------------
 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 February 2007.
 BJ5368
 BJ5368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5368.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5368.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5368.The epoch date for horizontal control is a decimal equivalence
 BJ5368.of Year/Month/Day.
 BJ5368
 BJ5368.The orthometric height was determined by GPS observations and a
 BJ5368.high-resolution geoid model.
 BJ5368 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5368 ** and geoid heights are valid at the date of observation. These heights
 BJ5368 ** must always be validated when used as control.
 BJ5368 ** The orthometric height has not been validated since last determined
 BJ5368 ** by differential leveling and should not be used for control purposes.
 BJ5368 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5368 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5368 ** epoch indicated which incorporates improved geoid heights for the
 BJ5368 ** Southern Louisiana Subsidence area.
 BJ5368 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   225,742.506 1,016,845.521   MT  0.99996929   +0 05 16.0
 BJ5368;SPC LA S     -   740,623.54  3,336,100.68   sFT  0.99996929   +0 05 16.0
 BJ5368;UTM  15      - 3,379,672.172   676,728.729   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 (05/22/02)   -8.385  (m)                       GP(       ) 4 2
 BJ5368  NAD 83(1992)-  30 32 11.13933(N)    091 09 28.02996(W) AD(       ) 1
 BJ5368  ELLIP H (12/09/99)   -8.374  (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)   -8.294  (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 = MARCH 13, 2009
 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(2007)-  30 31 44.77474(N)    091 09 01.64041(W)     ADJUSTED  
 AI2821* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AI2821  **This station is located in a suspected subsidence area (see below).
 AI2821  ___________________________________________________________________
 AI2821  EPOCH DATE  -        2002.00
 AI2821  X           -    -110,402.067 (meters)                     COMP
 AI2821  Y           -  -5,497,580.252 (meters)                     COMP
 AI2821  Z           -   3,221,030.412 (meters)                     COMP
 AI2821  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AI2821  ELLIP HEIGHT-          -7.434 (meters)          (02/10/07) ADJUSTED
 AI2821  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AI2821
 AI2821  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2821  Type    PID    Designation                      North   East  Ellip
 AI2821  -------------------------------------------------------------------
 AI2821  NETWORK AI2821 BTR M                             0.53   0.55   2.27
 AI2821  -------------------------------------------------------------------
 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 February 2007.
 AI2821
 AI2821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2821.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2821.The horizontal coordinates are valid at the epoch date displayed above.
 AI2821.The epoch date for horizontal control is a decimal equivalence
 AI2821.of Year/Month/Day.
 AI2821
 AI2821.The orthometric height was determined by GPS observations and a
 AI2821.high-resolution geoid model.
 AI2821 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AI2821 ** and geoid heights are valid at the date of observation. These heights
 AI2821 ** must always be validated when used as control.
 AI2821 ** The orthometric height has not been validated since last determined
 AI2821 ** by differential leveling and should not be used for control purposes.
 AI2821 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AI2821 ** The geoid height was determined by a new realization of GEOID03 for the
 AI2821 ** epoch indicated which incorporates improved geoid heights for the
 AI2821 ** Southern Louisiana Subsidence area.
 AI2821 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   224,931.737 1,017,550.263   MT  0.99996811   +0 05 29.2
 AI2821;SPC LA S     -   737,963.54  3,338,412.82   sFT  0.99996811   +0 05 29.2
 AI2821;UTM  15      - 3,378,871.913   677,445.412   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 39.7
 AI2821:UTM  15      -  BTR ARP 2                                356 50 45.7
 AI2821
 AI2821|---------------------------------------------------------------------|
 AI2821| PID    Reference Object                     Distance      Geod. Az  |
 AI2821|                                                           dddmmss.s |
 AI2821| BJ5366 BTR ARP 2                           419.367 METERS 3574708.9 |
 AI2821|---------------------------------------------------------------------|
 AI2821
 AI2821                          SUPERSEDED SURVEY CONTROL
 AI2821
 AI2821  ELLIP H (03/20/02)   -7.423  (m)                       GP(       ) 1 1
 AI2821  NAD 83(1992)-  30 31 44.77451(N)    091 09 01.63971(W) AD(       ) B
 AI2821  ELLIP H (12/09/99)   -7.412  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0848  **This station is located in a suspected subsidence area (see below).
 AV0848  ___________________________________________________________________
 AV0848  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0848  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0848 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0848 ** and geoid heights are valid at the date of observation. These heights
 AV0848 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0930  **This station is located in a suspected subsidence area (see below).
 AV0930  ___________________________________________________________________
 AV0930  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AV0930  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0930 ** and geoid heights are valid at the date of observation. These heights
 AV0930 ** must always be validated when used as control.
 AV0930 ** The orthometric height has not been validated since last determined
 AV0930 ** by differential leveling and should not be used for control purposes.
 AV0930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0930 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0930 ** epoch indicated which incorporates improved geoid heights for the
 AV0930 ** Southern Louisiana Subsidence area.
 AV0930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   1.00000410  x   0.99993047  =   0.99993457
 AV0930!UTM  15      -   1.00000410  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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BX2569+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2007
 BX2569
 BX2569  HISTORY     - Date     Condition        Report By
 BX2569  HISTORY     - 1941     MONUMENTED       CGS
 BX2569  HISTORY     - 1959     GOOD             CGS
 BX2569  HISTORY     - 1969     GOOD             CGS
 BX2569  HISTORY     - 20071223 GOOD             GEOCAC
 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.
 BX2569
 BX2569                          STATION RECOVERY (2007)
 BX2569
 BX2569'RECOVERY NOTE BY GEOCACHING 2007 (JMT)
 BX2569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3166  **This station is located in a suspected subsidence area (see below).
 AU3166  ___________________________________________________________________
 AU3166  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3166  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3166 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3166 ** and geoid heights are valid at the date of observation. These heights
 AU3166 ** must always be validated when used as control.
 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 more information.
 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
 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 23.1
 AU3166:UTM  15      -  CANAL 8                                  122 41 13.3
 AU3166
 AU3166|---------------------------------------------------------------------|
 AU3166| PID    Reference Object                     Distance      Geod. Az  |
 AU3166|                                                           dddmmss.s |
 AU3166| DD6469 CANAL 8                                            1235053.3 |
 AU3166| DD6410 BUD RM 1                             39.358 METERS 13042     |
 AU3166| DD6409 BUD AZ MK                                          1342228.7 |
 AU3166| AU3163 ASHLAND SUGAR MILL FLAT TOP TK      APPROX. 7.3 KM 1981105.4 |
 AU3166| AU3167 COLE PLANTATION TALL OF 3 STKS      APPROX. 1.9 KM 2135430.7 |
 AU3166| AU3160 HOUMA SUGAR REF TALL STACK          APPROX. 8.6 KM 2645740.8 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1209  **This station is located in a suspected subsidence area (see below).
 BJ1209  ___________________________________________________________________
 BJ1209  X           -     -42,247.189 (meters)                     COMP
 BJ1209  Y           -  -5,499,430.367 (meters)                     COMP
 BJ1209  Z           -   3,219,482.299 (meters)                     COMP
 BJ1209  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ1209  ELLIP HEIGHT-         -14.944 (meters)          (09/30/02) ADJUSTED
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1209 ** and geoid heights are valid at the date of observation. These heights
 BJ1209 ** must always be validated when used as control.
 BJ1209 ** The orthometric height has not been validated since last determined
 BJ1209 ** by differential leveling and should not be used for control purposes.
 BJ1209 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1209 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1209 ** epoch indicated which incorporates improved geoid heights for the
 BJ1209 ** Southern Louisiana Subsidence area.
 BJ1209 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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)  -14.849  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1346  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ1346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1346 ** and geoid heights are valid at the date of observation. These heights
 BJ1346 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3003  **This station is located in a suspected subsidence area (see below).
 AU3003  ___________________________________________________________________
 AU3003  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3003  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3003 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3003 ** and geoid heights are valid at the date of observation. These heights
 AU3003 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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           -  -5,436,398.735 (meters)                     COMP
 BX2936  Z           -   3,309,829.520 (meters)                     COMP
 BX2936  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 BX2936  ELLIP HEIGHT-          99.587 (meters)          (01/02/04) ADJUSTED
 BX2936  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 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)   99.690  (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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 38 53.52499(N)    090 52 20.01815(W)     ADJUSTED  
 AH6200* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6200  **This station is located in a suspected subsidence area (see below).
 AH6200  ___________________________________________________________________
 AH6200  EPOCH DATE  -        2002.00
 AH6200  X           -     -84,449.629 (meters)                     COMP
 AH6200  Y           -  -5,546,987.273 (meters)                     COMP
 AH6200  Z           -   3,136,529.949 (meters)                     COMP
 AH6200  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6200  ELLIP HEIGHT-         -24.279 (meters)          (02/10/07) ADJUSTED
 AH6200  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6200
 AH6200  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6200  Type    PID    Designation                      North   East  Ellip
 AH6200  -------------------------------------------------------------------
 AH6200  NETWORK AH6200 BULLRUN                           1.25   1.16   2.84
 AH6200  -------------------------------------------------------------------
 AH6200
 AH6200.The horizontal coordinates were established by GPS observations
 AH6200.and adjusted by the National Geodetic Survey in February 2007.
 AH6200
 AH6200.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6200.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6200.The horizontal coordinates are valid at the epoch date displayed above.
 AH6200.The epoch date for horizontal control is a decimal equivalence
 AH6200.of Year/Month/Day.
 AH6200
 AH6200.The orthometric height was determined by GPS observations and a
 AH6200.high-resolution geoid model.
 AH6200 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6200 ** and geoid heights are valid at the date of observation. These heights
 AH6200 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,362.192 1,044,643.898   MT  0.99994457   +0 13 50.0
 AH6200;SPC LA S     -   417,854.12  3,427,302.52   sFT  0.99994457   +0 13 50.0
 AH6200;UTM  15      - 3,281,696.630   705,963.067   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 (02/21/02)  -24.260  (m)                       GP(       ) 5 1
 AH6200  NAD 83(1992)-  29 38 53.52534(N)    090 52 20.01736(W) AD(       ) 1
 AH6200  ELLIP H (12/17/98)  -24.273  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2624  ___________________________________________________________________
 BK2624  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2624  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2623  ___________________________________________________________________
 BK2623  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2623  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2627  ___________________________________________________________________
 BK2627  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2627  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2911  **This station is located in a suspected subsidence area (see below).
 AU2911  ___________________________________________________________________
 AU2911  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2911  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2911 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2911 ** and geoid heights are valid at the date of observation. These heights
 AU2911 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1116  **This station is located in a suspected subsidence area (see below).
 AT1116  ___________________________________________________________________
 AT1116  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AT1116  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1116 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1116 ** and geoid heights are valid at the date of observation. These heights
 AT1116 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1118  **This station is located in a suspected subsidence area (see below).
 AT1118  ___________________________________________________________________
 AT1118  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1118  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1119  **This station is located in a suspected subsidence area (see below).
 AT1119  ___________________________________________________________________
 AT1119  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AT1119  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1123  **This station is located in a suspected subsidence area (see below).
 AT1123  ___________________________________________________________________
 AT1123  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1123  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1089  **This station is located in a suspected subsidence area (see below).
 AT1089  ___________________________________________________________________
 AT1089  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1089  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BW2260  **This station is located in a suspected subsidence area (see below).
 BW2260  ___________________________________________________________________
 BW2260  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BW2260  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BW2260 ** and geoid heights are valid at the date of observation. These heights
 BW2260 ** must always be validated when used as control.
 BW2260 ** The orthometric height has not been validated since last determined
 BW2260 ** by differential leveling and should not be used for control purposes.
 BW2260 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BW2260 ** The geoid height was determined by a new realization of GEOID03 for the
 BW2260 ** epoch indicated which incorporates improved geoid heights for the
 BW2260 ** Southern Louisiana Subsidence area.
 BW2260 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2159  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ2159 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2159 ** and geoid heights are valid at the date of observation. These heights
 BJ2159 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4518  **This station is located in a suspected subsidence area (see below).
 BJ4518  ___________________________________________________________________
 BJ4518  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BJ4518  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4518 ** and geoid heights are valid at the date of observation. These heights
 BJ4518 ** must always be validated when used as control.
 BJ4518 ** The orthometric height has not been validated since last determined
 BJ4518 ** by differential leveling and should not be used for control purposes.
 BJ4518 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4518 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4518 ** epoch indicated which incorporates improved geoid heights for the
 BJ4518 ** Southern Louisiana Subsidence area.
 BJ4518 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2562  **This station is located in a suspected subsidence area (see below).
 AU2562  ___________________________________________________________________
 AU2562  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU2562  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0813  **This station is located in a suspected subsidence area (see below).
 AT0813  ___________________________________________________________________
 AT0813  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AT0813  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0825  **This station is located in a suspected subsidence area (see below).
 AT0825  ___________________________________________________________________
 AT0825  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AT0825  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0825 ** and geoid heights are valid at the date of observation. These heights
 AT0825 ** must always be validated when used as control.
 AT0825 ** The orthometric height has not been validated since last determined
 AT0825 ** by differential leveling and should not be used for control purposes.
 AT0825 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0825 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0825 ** epoch indicated which incorporates improved geoid heights for the
 AT0825 ** Southern Louisiana Subsidence area.
 AT0825 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0827  **This station is located in a suspected subsidence area (see below).
 AT0827  ___________________________________________________________________
 AT0827  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AT0827  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0827 ** and geoid heights are valid at the date of observation. These heights
 AT0827 ** must always be validated when used as control.
 AT0827 ** The orthometric height has not been validated since last determined
 AT0827 ** by differential leveling and should not be used for control purposes.
 AT0827 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0827 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0827 ** epoch indicated which incorporates improved geoid heights for the
 AT0827 ** Southern Louisiana Subsidence area.
 AT0827 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0828  **This station is located in a suspected subsidence area (see below).
 AT0828  ___________________________________________________________________
 AT0828  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AT0828  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0828 ** and geoid heights are valid at the date of observation. These heights
 AT0828 ** must always be validated when used as control.
 AT0828 ** The orthometric height has not been validated since last determined
 AT0828 ** by differential leveling and should not be used for control purposes.
 AT0828 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0828 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0828 ** epoch indicated which incorporates improved geoid heights for the
 AT0828 ** Southern Louisiana Subsidence area.
 AT0828 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0824  **This station is located in a suspected subsidence area (see below).
 AT0824  ___________________________________________________________________
 AT0824  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AT0824  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0824 ** and geoid heights are valid at the date of observation. These heights
 AT0824 ** must always be validated when used as control.
 AT0824 ** The orthometric height has not been validated since last determined
 AT0824 ** by differential leveling and should not be used for control purposes.
 AT0824 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0824 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0824 ** epoch indicated which incorporates improved geoid heights for the
 AT0824 ** Southern Louisiana Subsidence area.
 AT0824 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0835  **This station is located in a suspected subsidence area (see below).
 AT0835  ___________________________________________________________________
 AT0835  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AT0835  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0829  **This station is located in a suspected subsidence area (see below).
 AT0829  ___________________________________________________________________
 AT0829  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AT0829  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DI0725  **This station is located in a suspected subsidence area (see below).
 DI0725  ___________________________________________________________________
 DI0725  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DI0725  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI0725 ** and geoid heights are valid at the date of observation. These heights
 DI0725 ** must always be validated when used as control.
 DI0725 ** The orthometric height has not been validated since last determined
 DI0725 ** by differential leveling and should not be used for control purposes.
 DI0725 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 DI0725 ** The geoid height was determined by a new realization of GEOID03 for the
 DI0725 ** epoch indicated which incorporates improved geoid heights for the
 DI0725 ** Southern Louisiana Subsidence area.
 DI0725 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ1150* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ1150  **This station is located in a suspected subsidence area (see below).
 BJ1150  ___________________________________________________________________
 BJ1150  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1150  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1150 ** and geoid heights are valid at the date of observation. These heights
 BJ1150 ** must always be validated when used as control.
 BJ1150 ** The orthometric height has not been validated since last determined
 BJ1150 ** by differential leveling and should not be used for control purposes.
 BJ1150 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1150 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1150 ** epoch indicated which incorporates improved geoid heights for the
 BJ1150 ** Southern Louisiana Subsidence area.
 BJ1150 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ1007* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ1007  **This station is located in a suspected subsidence area (see below).
 BJ1007  ___________________________________________________________________
 BJ1007  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ1007  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BJ1007  DYNAMIC HT  -           6.7   (meters)      22.    (feet)  COMP
 BJ1007  MODELED GRAV-     979,325.8   (mgal)                       NAVD 88
 BJ1007
 BJ1007  HORZ ORDER  -  THIRD
 BJ1007  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ1007 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1007 ** and geoid heights are valid at the date of observation. These heights
 BJ1007 ** must always be validated when used as control.
 BJ1007 ** The orthometric height has not been validated since last determined
 BJ1007 ** by differential leveling and should not be used for control purposes.
 BJ1007 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1007 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1007 ** epoch indicated which incorporates improved geoid heights for the
 BJ1007 ** Southern Louisiana Subsidence area.
 BJ1007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1007.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 AT0818 ***********************************************************************
 AT0818  DESIGNATION -  BURWOOD 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     -              **(meters)            **(feet)  NOT PUB   
 AT0818  **This station is located in a suspected subsidence area (see below).
 AT0818  ___________________________________________________________________
 AT0818  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AT0818  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0818 ** and geoid heights are valid at the date of observation. These heights
 AT0818 ** must always be validated when used as control.
 AT0818 ** The orthometric height has not been validated since last determined
 AT0818 ** by differential leveling and should not be used for control purposes.
 AT0818 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0818 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0818 ** epoch indicated which incorporates improved geoid heights for the
 AT0818 ** Southern Louisiana Subsidence area.
 AT0818 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4314  **This station is located in a suspected subsidence area (see below).
 BJ4314  ___________________________________________________________________
 BJ4314  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BJ4314  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4314 ** and geoid heights are valid at the date of observation. These heights
 BJ4314 ** must always be validated when used as control.
 BJ4314 ** The orthometric height has not been validated since last determined
 BJ4314 ** by differential leveling and should not be used for control purposes.
 BJ4314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4314 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4314 ** epoch indicated which incorporates improved geoid heights for the
 BJ4314 ** Southern Louisiana Subsidence area.
 BJ4314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0880  **This station is located in a suspected subsidence area (see below).
 AT0880  ___________________________________________________________________
 AT0880  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AT0880  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0880 ** and geoid heights are valid at the date of observation. These heights
 AT0880 ** must always be validated when used as control.
 AT0880 ** The orthometric height has not been validated since last determined
 AT0880 ** by differential leveling and should not be used for control purposes.
 AT0880 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0880 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0880 ** epoch indicated which incorporates improved geoid heights for the
 AT0880 ** Southern Louisiana Subsidence area.
 AT0880 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 BK3249 ***********************************************************************
 BK3249  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 28 15.26789(N)    092 25 33.56917(W)     ADJUSTED  
 BK3249* NAVD 88     -        10.71   (meters)      35.1    (feet)  GPS OBS(2006.81)
 BK3249  **This station is located in a suspected subsidence area (see below).
 BK3249  ___________________________________________________________________
 BK3249  EPOCH DATE  -        2002.00
 BK3249  X           -    -232,891.645 (meters)                     COMP
 BK3249  Y           -  -5,497,024.008 (meters)                     COMP
 BK3249  Z           -   3,215,466.782 (meters)                     COMP
 BK3249  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK3249  ELLIP HEIGHT-         -16.630 (meters)          (03/12/08) ADJUSTED
 BK3249  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BK3249  HORZ ORDER  -  A
 BK3249  ELLP ORDER  -  THIRD     CLASS I
 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 March 2008.
 BK3249
 BK3249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3249.The horizontal coordinates are valid at the epoch date displayed above.
 BK3249.The epoch date for horizontal control is a decimal equivalence
 BK3249.of Year/Month/Day.
 BK3249
 BK3249.The orthometric height was determined by GPS observations and a
 BK3249.high-resolution geoid model.
 BK3249 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3249 ** and geoid heights are valid at the date of observation. These heights
 BK3249 ** must always be validated when used as control.
 BK3249 ** The orthometric height was determined by GPS observations using
 BK3249 ** precise GPS observation and processing techniques and a new
 BK3249 ** realization of GEOID03. It supersedes any height that may have been
 BK3249 ** previously determined for this station.
 BK3249 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3249 ** epoch indicated which incorporates improved geoid heights for the
 BK3249 ** Southern Louisiana Subsidence area.
 BK3249 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   218,966.499   895,080.653   MT  0.99995928   -0 32 46.8
 BK3249;SPC LA S     -   718,392.59  2,936,610.44   sFT  0.99995928   -0 32 46.8
 BK3249;UTM  15      - 3,371,107.583   555,099.001   MT  0.99963745   +0 17 27.9
 BK3249
 BK3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3249!SPC LA S     -   1.00000261  x   0.99995928  =   0.99996189
 BK3249!UTM  15      -   1.00000261  x   0.99963745  =   0.99964006
 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 (01/02/04)  -16.513  (m)                       GP(       ) 4 2
 BK3249  NAD 83(1992)-  30 28 15.26863(N)    092 25 33.56622(W) AD(       ) 3
 BK3249  ELLIP H (01/21/93)  -16.433  (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     3  
 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_PROJECTION: FLUSH
 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 - September 24, 2008
 BK3249
 BK3249  HISTORY     - Date     Condition        Report By
 BK3249  HISTORY     - 1986     MONUMENTED       LADTD
 BK3249  HISTORY     - 19861231 GOOD             LADTD
 BK3249  HISTORY     - 19870220 GOOD
 BK3249  HISTORY     - 20060526 GOOD             NGS
 BK3249  HISTORY     - 20080924 GOOD             JCLS
 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.
 BK3249
 BK3249                          STATION RECOVERY (2006)
 BK3249
 BK3249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK3249'RECOVERED IN GOOD CONDITION. TO REACH FROM UNDERPASS FOR I-10
 BK3249'WESTBOUND LANES AND LA-13 IN CROWLEY, GO 15.85 MI (25.51 KM) NORTH
 BK3249'ALONG LA-13 TO THE TEE JUNCTION FOR PR-3123, THENCE LEFT (WEST AND NW)
 BK3249'1.6 MI (2.57 KM) TO EUNICE AIRPORT ROAD, THENCE RIGHT (EAST) 0.35 MI
 BK3249'(0.56 KM) TO AIRPORT OFFICE BUILDING AND STATION AS DESCRIBED.
 BK3249' 
 BK3249'CONTACT MR DREW MILLER IN ADVANCE AT (337) 580-0383 (CELL).
 BK3249
 BK3249                          STATION RECOVERY (2008)
 BK3249
 BK3249'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BK3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3250  **This station is located in a suspected subsidence area (see below).
 BK3250  ___________________________________________________________________
 BK3250  X           -    -232,720.253 (meters)                     COMP
 BK3250  Y           -  -5,497,350.150 (meters)                     COMP
 BK3250  Z           -   3,214,928.447 (meters)                     COMP
 BK3250  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BK3250  ELLIP HEIGHT-         -14.994 (meters)          (01/02/04) ADJUSTED
 BK3250  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3250 ** and geoid heights are valid at the date of observation. These heights
 BK3250 ** must always be validated when used as control.
 BK3250 ** The orthometric height has not been validated since last determined
 BK3250 ** by differential leveling and should not be used for control purposes.
 BK3250 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3250 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3250 ** epoch indicated which incorporates improved geoid heights for the
 BK3250 ** Southern Louisiana Subsidence area.
 BK3250 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 28.9
 BK3250:UTM  15      -  BUTCH                                    343 14 14.2
 BK3250
 BK3250|---------------------------------------------------------------------|
 BK3250| PID    Reference Object                     Distance      Geod. Az  |
 BK3250|                                                           dddmmss.s |
 BK3250| BK3249 BUTCH                               APPROX. 0.7 KM 3433145.5 |
 BK3250|---------------------------------------------------------------------|
 BK3250
 BK3250                          SUPERSEDED SURVEY CONTROL
 BK3250
 BK3250  ELLIP H (01/21/93)  -14.914  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5117  **This station is located in a suspected subsidence area (see below).
 BJ5117  ___________________________________________________________________
 BJ5117  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5117  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5117 ** and geoid heights are valid at the date of observation. These heights
 BJ5117 ** must always be validated when used as control.
 BJ5117 ** The orthometric height has not been validated since last determined
 BJ5117 ** by differential leveling and should not be used for control purposes.
 BJ5117 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5117 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5117 ** epoch indicated which incorporates improved geoid heights for the
 BJ5117 ** Southern Louisiana Subsidence area.
 BJ5117 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -26.56  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  30 04 24.49882(N)    089 50 25.90036(W)     ADJUSTED  
 BH1119* NAVD 88     -         0.61   (meters)       2.0    (feet)  LEVELING(2006.81)
 BH1119  **This station is located in a suspected subsidence area (see below).
 BH1119  **This station is included in the VTDP model (see below).
 BH1119  ___________________________________________________________________
 BH1119  EPOCH DATE  -        2002.00
 BH1119  X           -      15,375.443 (meters)                     COMP
 BH1119  Y           -  -5,524,136.205 (meters)                     COMP
 BH1119  Z           -   3,177,411.671 (meters)                     COMP
 BH1119  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BH1119  ELLIP HEIGHT-         -25.680 (meters)          (03/12/08) ADJUSTED
 BH1119  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1119
 BH1119  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH1119  Type    PID    Designation                      North   East  Ellip
 BH1119  -------------------------------------------------------------------
 BH1119  NETWORK BH1119 C 189                             1.12   1.00   2.67
 BH1119  -------------------------------------------------------------------
 BH1119  VERT ORDER  -  THIRD
 BH1119  ELLP ORDER  -  THIRD     CLASS I
 BH1119
 BH1119.The horizontal coordinates were established by GPS observations
 BH1119.and adjusted by the National Geodetic Survey in February 2007.
 BH1119
 BH1119.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1119.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 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;                    North         East     Units Scale Factor Converg.
 BH1119;SPC LA S     -   175,347.831 1,143,914.383   MT  0.99992654   +0 44 47.1
 BH1119;SPC LA S     -   575,287.01  3,752,992.44   sFT  0.99992654   +0 44 47.1
 BH1119;UTM  16      - 3,330,329.694   226,183.455   MT  1.00052512   -1 25 27.5
 BH1119
 BH1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1119!SPC LA S     -   1.00000403  x   0.99992654  =   0.99993057
 BH1119!UTM  16      -   1.00000403  x   1.00052512  =   1.00052916
 BH1119
 BH1119                          SUPERSEDED SURVEY CONTROL
 BH1119
 BH1119  ELLIP H (02/10/07)  -25.696  (m)                       GP(       )    
 BH1119  NAD 83(1992)-  30 04 24.49899(N)    089 50 25.90012(W) AD(2004.65) B
 BH1119  ELLIP H (06/22/05)  -25.720  (m)                       GP(2004.65) 4 1
 BH1119  ELLIP H (01/21/03)  -25.681  (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)  -25.658  (m)                       GP(       ) 4 2
 BH1119  NAD 83(1986)-  30 04 24.51432(N)    089 50 25.89678(W) AD(       ) 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: RECESSED 5 CENTIMETERS
 BH1119_MAGNETIC: I = MARKER IS A STEEL ROD
 BH1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1119+SATELLITE: SATELLITE OBSERVATIONS - April 30, 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  HISTORY     - 20060430 GOOD             NGS
 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.
 BH1119
 BH1119                          STATION RECOVERY (2006)
 BH1119
 BH1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1119'RECOVERED IN GOOD CONDITION.  NEW MEASURMENTS WERE TAKEN AS FOLLOWS.
 BH1119'18.0 M (59.1 FT) NORTHWEST OF A UTILITY POLE, 16.7 M (54.8 FT)
 BH1119'NORTHEAST OF THE CENTERLINE OF HIGHWAY, 12.6 M (41.3 FT) SOUTHEAST OF
 BH1119'A CHAINLINK FENCE CORNER, 4.3 M (14.1 FT) SOUTHWEST OF THE SOUTHWEST
 BH1119'SIDE OF A BARGE, 0.9 M (3.0 FT) SOUTHEAST OF A GPS BOX ANCHOR, 0.4 M
 BH1119'(1.3 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST OF A
 BH1119'WITNESS POST, AND 0.3 M (1.0 FT) BELOW LEVEL OF HIGHWAY.
 BH1119' 
 BH1119'THE DISK IS ATTACHED TO A ROD AND ENCASED IN A 6 INCH (15 CM) SQUARE
 BH1119'TILE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1163  **This station is located in a suspected 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 was scaled from a topographic map.
 BH1163 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1163 ** and geoid heights are valid at the date of observation. These heights
 BH1163 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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(2007)-  29 32 12.40292(N)    089 45 47.15630(W)     ADJUSTED  
 AT0458* NAVD 88     -         0.41   (meters)       1.3    (feet)  GPS OBS(2006.81)
 AT0458  **This station is located in a suspected subsidence area (see below).
 AT0458  ___________________________________________________________________
 AT0458  EPOCH DATE  -        2002.00
 AT0458  X           -      22,962.956 (meters)                     COMP
 AT0458  Y           -  -5,553,681.850 (meters)                     COMP
 AT0458  Z           -   3,125,790.370 (meters)                     COMP
 AT0458  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AT0458  ELLIP HEIGHT-         -24.131 (meters)          (03/12/08) ADJUSTED
 AT0458  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 AT0458
 AT0458  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0458  Type    PID    Designation                      North   East  Ellip
 AT0458  -------------------------------------------------------------------
 AT0458  NETWORK AT0458 C 195                             1.02   0.86   2.33
 AT0458  -------------------------------------------------------------------
 AT0458  ELLP ORDER  -  THIRD     CLASS I
 AT0458
 AT0458.The horizontal coordinates were established by GPS observations
 AT0458.and adjusted by the National Geodetic Survey in February 2007.
 AT0458
 AT0458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0458.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT0458.high-resolution geoid model.
 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 any height that may have been
 AT0458 ** previously 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
 AT0458.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AT0458;SPC LA S     -   115,965.033 1,152,193.640   MT  0.99995833   +0 47 06.5
 AT0458;SPC LA S     -   380,461.95  3,780,155.30   sFT  0.99995833   +0 47 06.5
 AT0458;UTM  16      - 3,270,643.125   232,222.825   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  ELLIP H (02/10/07)  -24.108  (m)                       GP(       )    
 AT0458  NAD 83(1992)-  29 32 12.40304(N)    089 45 47.15604(W) AD(2004.65) B
 AT0458  ELLIP H (06/22/05)  -24.119  (m)                       GP(2004.65) 4 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: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AT0458_SP_SET: CULVERT HEADWALL
 AT0458_STAMPING: C 195 1964
 AT0458_MARK LOGO: CGS   
 AT0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AT0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AT0458+STABILITY: SURFACE MOTION
 AT0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0458+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 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  HISTORY     - 20060430 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.
 AT0458
 AT0458                          STATION RECOVERY (2006)
 AT0458
 AT0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 48 56.68208(N)    093 07 22.45449(W)     ADJUSTED  
 AV0399* NAVD 88     -         0.69   (meters)       2.3    (feet)  GPS OBS(2006.81)
 AV0399  **This station is located in a suspected subsidence area (see below).
 AV0399  **This station is included in the VTDP model (see below).
 AV0399  ___________________________________________________________________
 AV0399  EPOCH DATE  -        2002.00
 AV0399  X           -    -301,721.799 (meters)                     COMP
 AV0399  Y           -  -5,530,193.387 (meters)                     COMP
 AV0399  Z           -   3,152,656.028 (meters)                     COMP
 AV0399  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0399  ELLIP HEIGHT-         -25.938 (meters)          (02/10/07) ADJUSTED
 AV0399  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AV0399
 AV0399  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0399  Type    PID    Designation                      North   East  Ellip
 AV0399  -------------------------------------------------------------------
 AV0399  NETWORK AV0399 C 213                             0.82   0.71   1.76
 AV0399  -------------------------------------------------------------------
 AV0399
 AV0399.The horizontal coordinates were established by GPS observations
 AV0399.and adjusted by the National Geodetic Survey in February 2007.
 AV0399
 AV0399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0399.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0399.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AV0399 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0399 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AV0399;SPC LA S     -   147,193.744   827,031.875   MT  0.99993093   -0 53 41.3
 AV0399;SPC LA S     -   482,918.14  2,713,353.74   sFT  0.99993093   -0 53 41.3
 AV0399;UTM  15      - 3,298,375.027   488,124.350   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  NAD 83(1992)-  29 48 56.68195(N)    093 07 22.45481(W) AD(2004.65) B
 AV0399  ELLIP H (06/22/05)  -25.937  (m)                       GP(2004.65) 4 1
 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_PROJECTION: PROJECTING 15 CENTIMETERS
 AV0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 30, 2006
 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  HISTORY     - 20060430 GOOD             NGS
 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.
 AV0399
 AV0399                          STATION RECOVERY (2006)
 AV0399
 AV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0399'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AV0008 ***********************************************************************
 AV0008  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0008  DESIGNATION -  C 225
 AV0008  PID         -  AV0008
 AV0008  STATE/COUNTY-  LA/VERMILION
 AV0008  USGS QUAD   -  KAPLAN SOUTH (1979)
 AV0008
 AV0008                         *CURRENT SURVEY CONTROL
 AV0008  ___________________________________________________________________
 AV0008* NAD 83(2007)-  29 56 50.57400(N)    092 16 59.16836(W)     ADJUSTED  
 AV0008* NAVD 88     -         2.51   (meters)       8.2    (feet)  GPS OBS(2006.81)
 AV0008  **This station is located in a suspected subsidence area (see below).
 AV0008  ___________________________________________________________________
 AV0008  EPOCH DATE  -        2002.00
 AV0008  X           -    -220,345.012 (meters)                     COMP
 AV0008  Y           -  -5,526,759.069 (meters)                     COMP
 AV0008  Z           -   3,165,308.917 (meters)                     COMP
 AV0008  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0008  ELLIP HEIGHT-         -24.210 (meters)          (03/12/08) ADJUSTED
 AV0008  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AV0008  HORZ ORDER  -  A
 AV0008  ELLP ORDER  -  THIRD     CLASS I
 AV0008
 AV0008.The horizontal coordinates were established by GPS observations
 AV0008.and adjusted by the National Geodetic Survey in March 2008.
 AV0008
 AV0008.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0008.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AV0008.The horizontal coordinates are valid at the epoch date displayed above.
 AV0008.The epoch date for horizontal control is a decimal equivalence
 AV0008.of Year/Month/Day.
 AV0008
 AV0008.The orthometric height was determined by GPS observations and a
 AV0008.high-resolution geoid model.
 AV0008 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0008 ** and geoid heights are valid at the date of observation. These heights
 AV0008 ** must always be validated when used as control.
 AV0008 ** The orthometric height was determined by GPS observations using
 AV0008 ** precise GPS observation and processing techniques and a new
 AV0008 ** realization of GEOID03. It supersedes any height that may have been
 AV0008 ** previously determined for this station.
 AV0008 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0008 ** epoch indicated which incorporates improved geoid heights for the
 AV0008 ** Southern Louisiana Subsidence area.
 AV0008 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0008
 AV0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0008
 AV0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0008
 AV0008.The ellipsoidal height was determined by GPS observations
 AV0008.and is referenced to NAD 83.
 AV0008
 AV0008.The geoid height was determined by GEOID03.
 AV0008
 AV0008;                    North         East     Units Scale Factor Converg.
 AV0008;SPC LA S     -   160,813.946   908,319.836   MT  0.99992618   -0 28 29.6
 AV0008;SPC LA S     -   527,603.75  2,980,046.00   sFT  0.99992618   -0 28 29.6
 AV0008;UTM  15      - 3,313,170.901   569,180.482   MT  0.99965905   +0 21 28.4
 AV0008
 AV0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0008!SPC LA S     -   1.00000380  x   0.99992618  =   0.99992998
 AV0008!UTM  15      -   1.00000380  x   0.99965905  =   0.99966285
 AV0008
 AV0008                          SUPERSEDED SURVEY CONTROL
 AV0008
 AV0008  NGVD 29 (??/??/??)    2.604  (m)            8.54   (f) ADJUSTED    1 2
 AV0008
 AV0008.Superseded values are not recommended for survey control.
 AV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0008.See file dsdata.txt to determine how the superseded data were derived.
 AV0008
 AV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RWP6918013171(NAD 83)
 AV0008_MARKER: DB = BENCH MARK DISK
 AV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AV0008_STAMPING: C225 1965
 AV0008_MARK LOGO: CGS   
 AV0008_PROJECTION: FLUSH
 AV0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0008+STABILITY: SURFACE MOTION
 AV0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0008+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 AV0008
 AV0008  HISTORY     - Date     Condition        Report By
 AV0008  HISTORY     - 1965     MONUMENTED       CGS
 AV0008  HISTORY     - 1968     GOOD             CGS
 AV0008  HISTORY     - 19910909 GOOD             USPSQD
 AV0008  HISTORY     - 20011210 GOOD             NGS
 AV0008  HISTORY     - 20060502 GOOD             NGS
 AV0008  HISTORY     - 20060506 GOOD             NGS
 AV0008
 AV0008                          STATION DESCRIPTION
 AV0008
 AV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AV0008'3.7 MI S FROM KAPLAN.
 AV0008'ABOUT 3.7 MILES SOUTH ALONG LOUISIANA HIGHWAY 35 FROM THE SOUTHERN
 AV0008'PACIFIC RAILROAD STATION IN KAPLAN.  IN SECTION 5, T13S, R2E.  AT THE
 AV0008'SOUTHEAST CORNER OF THE INTERSECTION OF LOUISIANA HIGHWAYS 35 AND 335,
 AV0008'57 FEET EAST OF THE CENTERLINE OF LOUISIANA HIGHWAY 35, 80 FEET
 AV0008'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 59 FEET SOUTH OF THE
 AV0008'LOUISIANA HIGHWAY 35, 90 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 AV0008'HOUSE BELONGING TO MR. RENE DRONET, 5.5 FEET SOUTHWEST OF THE
 AV0008'SOUTHWEST EDGE OF A SIDEWALK, 0.5 FOOT NORTHWEST OF A FENCE, 7 FEET
 AV0008'SOUTHWEST OF THE CENTER OF A SMALL GATE, ABOUT LEVEL WITH THE HIGHWAY
 AV0008'AND ROAD.  SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 AV0008'GROUND.
 AV0008
 AV0008                          STATION RECOVERY (1991)
 AV0008
 AV0008'RECOVERY NOTE BY US POWER SQUADRON 1991 (CRB)
 AV0008'RECOVERED IN GOOD CONDITION.
 AV0008
 AV0008                          STATION RECOVERY (2001)
 AV0008
 AV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AV0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AV0008
 AV0008                          STATION RECOVERY (2006)
 AV0008
 AV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0008'0.7 METERS WEST OF AN I BOLT.
 AV0008'0.2 METERS NORTH OF A WITNESS POST.
 AV0008
 AV0008                          STATION RECOVERY (2006)
 AV0008
 AV0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0008'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0483
 CQ0483                          STATION RECOVERY (2008)
 CQ0483
 CQ0483'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1071+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2007
 BK1071
 BK1071  HISTORY     - Date     Condition        Report By
 BK1071  HISTORY     - 1970     MONUMENTED       NGS
 BK1071  HISTORY     - 20070729 GOOD             MAEC
 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.
 BK1071
 BK1071                          STATION RECOVERY (2007)
 BK1071
 BK1071'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BK1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2205
 CQ2205                          STATION RECOVERY (2006)
 CQ2205
 CQ2205'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2205' 
 CQ2205' 
 CQ2205' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 21 50.30266(N)    089 33 22.42573(W)     ADJUSTED  
 AT0247* NAVD 88     -        -0.28   (meters)      -0.9    (feet)  GPS OBS(2006.81)
 AT0247  **This station is located in a suspected subsidence area (see below).
 AT0247  ___________________________________________________________________
 AT0247  EPOCH DATE  -        2002.00
 AT0247  X           -      43,087.579 (meters)                     COMP
 AT0247  Y           -  -5,562,979.803 (meters)                     COMP
 AT0247  Z           -   3,109,111.069 (meters)                     COMP
 AT0247  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AT0247  ELLIP HEIGHT-         -24.384 (meters)          (03/12/08) ADJUSTED
 AT0247  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 AT0247
 AT0247  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0247  Type    PID    Designation                      North   East  Ellip
 AT0247  -------------------------------------------------------------------
 AT0247  NETWORK AT0247 C 279                             1.57   1.25   3.78
 AT0247  -------------------------------------------------------------------
 AT0247  ELLP ORDER  -  THIRD     CLASS I
 AT0247
 AT0247.The horizontal coordinates were established by GPS observations
 AT0247.and adjusted by the National Geodetic Survey in February 2007.
 AT0247
 AT0247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0247.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT0247.high-resolution geoid model.
 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 any height that may have been
 AT0247 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 AT0247;SPC LA S     -    97,106.395 1,172,539.824   MT  0.99998708   +0 53 18.9
 AT0247;SPC LA S     -   318,589.90  3,846,907.74   sFT  0.99998708   +0 53 18.9
 AT0247;UTM  16      - 3,251,027.254   251,857.621   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  ELLIP H (02/10/07)  -24.365  (m)                       GP(       )    
 AT0247  NAD 83(1992)-  29 21 50.30281(N)    089 33 22.42552(W) AD(2004.65) B
 AT0247  ELLIP H (06/22/05)  -24.370  (m)                       GP(2004.65) 4 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: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AT0247_SP_SET: SEWER LIFT BASE
 AT0247_STAMPING: C 279 1970
 AT0247_MARK LOGO: CGS   
 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 - April 30, 2006
 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  HISTORY     - 20060430 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.
 AT0247
 AT0247                          STATION RECOVERY (2006)
 AT0247
 AT0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 - May 16, 2007
 CP3274
 CP3274  HISTORY     - Date     Condition        Report By
 CP3274  HISTORY     - UNK      MONUMENTED       LAGS
 CP3274  HISTORY     - 1986     GOOD             LADTD
 CP3274  HISTORY     - 20050804 GOOD             GEOCAC
 CP3274  HISTORY     - 20070516 GOOD             MAEC
 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.
 CP3274
 CP3274                          STATION RECOVERY (2007)
 CP3274
 CP3274'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CP3274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ1745
 CQ1745                          STATION RECOVERY (2006)
 CQ1745
 CQ1745'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AT0697 ***********************************************************************
 AT0697  HT_MOD      -  This is a 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(2007)-  29 51 09.94001(N)    089 59 12.53370(W)     ADJUSTED  
 AT0697* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0697  **This station is located in a suspected subsidence area (see below).
 AT0697  ___________________________________________________________________
 AT0697  EPOCH DATE  -        2002.00
 AT0697  X           -       1,274.049 (meters)                     COMP
 AT0697  Y           -  -5,536,377.881 (meters)                     COMP
 AT0697  Z           -   3,156,216.145 (meters)                     COMP
 AT0697  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT0697  ELLIP HEIGHT-         -24.495 (meters)          (02/10/07) ADJUSTED
 AT0697  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 AT0697
 AT0697  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0697  Type    PID    Designation                      North   East  Ellip
 AT0697  -------------------------------------------------------------------
 AT0697  NETWORK AT0697 C 367                             0.80   0.78   1.45
 AT0697  -------------------------------------------------------------------
 AT0697
 AT0697.The horizontal coordinates were established by GPS observations
 AT0697.and adjusted by the National Geodetic Survey in February 2007.
 AT0697
 AT0697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0697.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AT0697.The horizontal coordinates are valid at the epoch date displayed above.
 AT0697.The epoch date for horizontal control is a decimal equivalence
 AT0697.of Year/Month/Day.
 AT0697
 AT0697.The orthometric height was determined by GPS observations and a
 AT0697.high-resolution geoid model.
 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 has not been validated since last determined
 AT0697 ** by differential leveling and should not be used for control purposes.
 AT0697 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 AT0697.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AT0697;SPC LA S     -   150,710.401 1,130,099.691   MT  0.99992907   +0 40 23.8
 AT0697;SPC LA S     -   494,455.71  3,707,668.74   sFT  0.99992907   +0 40 23.8
 AT0697;UTM  16      - 3,306,216.338   211,437.907   MT  1.00062750   -1 29 16.0
 AT0697;UTM  15      - 3,306,282.831   791,110.955   MT  1.00064574   +1 30 03.4
 AT0697
 AT0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AT0697!SPC LA S     -   1.00000385  x   0.99992907  =   0.99993292
 AT0697!UTM  16      -   1.00000385  x   1.00062750  =   1.00063135
 AT0697!UTM  15      -   1.00000385  x   1.00064574  =   1.00064959
 AT0697
 AT0697                          SUPERSEDED SURVEY CONTROL
 AT0697
 AT0697  NAD 83(1992)-  29 51 09.94022(N)    089 59 12.53381(W) AD(       ) B
 AT0697  ELLIP H (05/09/05)  -24.484  (m)                       GP(       ) 4 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0697+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 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  HISTORY     - 20080723 GOOD             JCLS
 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.
 AT0697
 AT0697                          STATION RECOVERY (2008)
 AT0697
 AT0697'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AT0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9343 ***********************************************************************
 DJ9343  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9343  DESIGNATION -  C 393
 DJ9343  PID         -  DJ9343
 DJ9343  STATE/COUNTY-  LA/WASHINGTON
 DJ9343  USGS QUAD   -  ENON (1983)
 DJ9343
 DJ9343                         *CURRENT SURVEY CONTROL
 DJ9343  ___________________________________________________________________
 DJ9343* NAD 83(2007)-  30 43 35.68579(N)    090 04 25.09422(W)     ADJUSTED  
 DJ9343* NAVD 88     -        33.76   (meters)     110.8    (feet)  GPS OBS(2006.81)
 DJ9343  **This station is located in a suspected subsidence area (see below).
 DJ9343  ___________________________________________________________________
 DJ9343  EPOCH DATE  -        2002.00
 DJ9343  X           -      -7,052.665 (meters)                     COMP
 DJ9343  Y           -  -5,487,542.507 (meters)                     COMP
 DJ9343  Z           -   3,239,875.958 (meters)                     COMP
 DJ9343  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ9343  ELLIP HEIGHT-           6.287 (meters)          (03/12/08) ADJUSTED
 DJ9343  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DJ9343  HORZ ORDER  -  A
 DJ9343  ELLP ORDER  -  THIRD     CLASS I
 DJ9343
 DJ9343.The horizontal coordinates were established by GPS observations
 DJ9343.and adjusted by the National Geodetic Survey in March 2008.
 DJ9343
 DJ9343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9343.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9343.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9343.The epoch date for horizontal control is a decimal equivalence
 DJ9343.of Year/Month/Day.
 DJ9343
 DJ9343.The orthometric height was determined by GPS observations and a
 DJ9343.high-resolution geoid model.
 DJ9343 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9343 ** and geoid heights are valid at the date of observation. These heights
 DJ9343 ** must always be validated when used as control.
 DJ9343 ** The orthometric height was determined by GPS observations using
 DJ9343 ** precise GPS observation and processing techniques and a new
 DJ9343 ** realization of GEOID03. It supersedes any height that may have been
 DJ9343 ** previously determined for this station.
 DJ9343 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9343 ** epoch indicated which incorporates improved geoid heights for the
 DJ9343 ** Southern Louisiana Subsidence area.
 DJ9343 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9343
 DJ9343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9343
 DJ9343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9343
 DJ9343.The ellipsoidal height was determined by GPS observations
 DJ9343.and is referenced to NAD 83.
 DJ9343
 DJ9343.The geoid height was determined by GEOID03.
 DJ9343
 DJ9343;                    North         East     Units Scale Factor Converg.
 DJ9343;SPC LA S     -   247,473.298 1,120,646.497   MT  1.00000576   +0 37 47.5
 DJ9343;SPC LA S     -   811,918.65  3,676,654.38   sFT  1.00000576   +0 37 47.5
 DJ9343;UTM  15      - 3,402,959.042   780,220.884   MT  1.00056878   +1 29 46.2
 DJ9343;UTM  16      - 3,403,336.847   205,670.132   MT  1.00066880   -1 34 17.7
 DJ9343
 DJ9343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9343!SPC LA S     -   0.99999901  x   1.00000576  =   1.00000477
 DJ9343!UTM  15      -   0.99999901  x   1.00056878  =   1.00056779
 DJ9343!UTM  16      -   0.99999901  x   1.00066880  =   1.00066781
 DJ9343
 DJ9343                          SUPERSEDED SURVEY CONTROL
 DJ9343
 DJ9343.No superseded survey control is available for this station.
 DJ9343
 DJ9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYQ8022102959(NAD 83)
 DJ9343_MARKER: DV = VERTICAL CONTROL DISK
 DJ9343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9343_SP_SET: BRIDGE WINGWALL
 DJ9343_STAMPING: C 393 2006
 DJ9343_MARK LOGO: NGS   
 DJ9343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9343+STABILITY: SURFACE MOTION
 DJ9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9343+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 DJ9343
 DJ9343  HISTORY     - Date     Condition        Report By
 DJ9343  HISTORY     - 20060609 MONUMENTED       NGS
 DJ9343
 DJ9343                          STATION DESCRIPTION
 DJ9343
 DJ9343'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9343'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 16 AND 437 IN ENON,
 DJ9343'WHICH IS NORTHEAST OF FOLSOM, SOUTHEAST OF FRANKLINTON, AND SOUTHWEST
 DJ9343'OF BOGALUSA, GO 0.6 (1.0 KM) MILE SOUTHEAST ALONG LA-16 TO MARK ON THE
 DJ9343'LEFT IN THE SOUTHEAST WINGWALL OF A BRIDGE OVER A BAYOU, JUST
 DJ9343'NORTHWEST OF JUNCTION WITH LA-60.
 DJ9343' 
 DJ9343'MARK IS 23.2 FT (7.1 M) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DJ9343'16, 129.6 FT (39.5 M) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 60,
 DJ9343'3.6 FT (1.1 M) NORTHEAST OF A GUARDRAIL, 2.0 FT (0.6 M) NORTHEAST OF A
 DJ9343'CONCRETE RAILING FOR THE BRIDGE, AND 1.0 FT (0.3 M) ABOVE GROUND
 DJ9343'LEVEL.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9344 ***********************************************************************
 DJ9344  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9344  DESIGNATION -  C 394
 DJ9344  PID         -  DJ9344
 DJ9344  STATE/COUNTY-  LA/WEST BATON ROUGE
 DJ9344  USGS QUAD   -  LOBDELL (1992)
 DJ9344
 DJ9344                         *CURRENT SURVEY CONTROL
 DJ9344  ___________________________________________________________________
 DJ9344* NAD 83(2007)-  30 28 07.13438(N)    091 16 43.07617(W)     ADJUSTED  
 DJ9344* NAVD 88     -         5.18   (meters)      17.0    (feet)  GPS OBS(2006.81)
 DJ9344  **This station is located in a suspected subsidence area (see below).
 DJ9344  ___________________________________________________________________
 DJ9344  EPOCH DATE  -        2002.00
 DJ9344  X           -    -122,776.059 (meters)                     COMP
 DJ9344  Y           -  -5,500,707.572 (meters)                     COMP
 DJ9344  Z           -   3,215,248.163 (meters)                     COMP
 DJ9344  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DJ9344  ELLIP HEIGHT-         -22.039 (meters)          (03/12/08) ADJUSTED
 DJ9344  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DJ9344  HORZ ORDER  -  A
 DJ9344  ELLP ORDER  -  THIRD     CLASS I
 DJ9344
 DJ9344.The horizontal coordinates were established by GPS observations
 DJ9344.and adjusted by the National Geodetic Survey in March 2008.
 DJ9344
 DJ9344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9344.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9344.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9344.The epoch date for horizontal control is a decimal equivalence
 DJ9344.of Year/Month/Day.
 DJ9344
 DJ9344.The orthometric height was determined by GPS observations and a
 DJ9344.high-resolution geoid model.
 DJ9344 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9344 ** and geoid heights are valid at the date of observation. These heights
 DJ9344 ** must always be validated when used as control.
 DJ9344 ** The orthometric height was determined by GPS observations using
 DJ9344 ** precise GPS observation and processing techniques and a new
 DJ9344 ** realization of GEOID03. It supersedes any height that may have been
 DJ9344 ** previously determined for this station.
 DJ9344 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9344 ** epoch indicated which incorporates improved geoid heights for the
 DJ9344 ** Southern Louisiana Subsidence area.
 DJ9344 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9344
 DJ9344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9344
 DJ9344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9344
 DJ9344.The ellipsoidal height was determined by GPS observations
 DJ9344.and is referenced to NAD 83.
 DJ9344
 DJ9344.The geoid height was determined by GEOID03.
 DJ9344
 DJ9344;                    North         East     Units Scale Factor Converg.
 DJ9344;SPC LA S     -   218,217.063 1,005,252.711   MT  0.99995896   +0 01 38.5
 DJ9344;SPC LA S     -   715,933.81  3,298,066.60   sFT  0.99995896   +0 01 38.5
 DJ9344;UTM  15      - 3,371,976.194   665,248.474   MT  0.99993688   +0 52 23.0
 DJ9344
 DJ9344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9344!SPC LA S     -   1.00000346  x   0.99995896  =   0.99996242
 DJ9344!UTM  15      -   1.00000346  x   0.99993688  =   0.99994034
 DJ9344
 DJ9344                          SUPERSEDED SURVEY CONTROL
 DJ9344
 DJ9344.No superseded survey control is available for this station.
 DJ9344
 DJ9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6524871976(NAD 83)
 DJ9344_MARKER: F = FLANGE-ENCASED ROD
 DJ9344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9344_STAMPING: C 394 2006
 DJ9344_MARK LOGO: NGS   
 DJ9344_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9344_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9344+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DJ9344_ROD/PIPE-DEPTH: 23.8 meters
 DJ9344_SLEEVE-DEPTH  :  0.9 meters
 DJ9344
 DJ9344  HISTORY     - Date     Condition        Report By
 DJ9344  HISTORY     - 20060902 MONUMENTED       NGS
 DJ9344
 DJ9344                          STATION DESCRIPTION
 DJ9344
 DJ9344'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9344'TO REACH FROM I-10 EXIT 151, STATE HIGHWAY 415, IN LOBDELL, GO 1.0
 DJ9344'MILE NORTH ALONG STATE HIGHWAY 415 TO JUNCTION OF STATE HIGHWAY 76,
 DJ9344'THENCE LEFT (WEST) 2.0 MI (3.2 KM) ALONG SR 76 TO THE MARK ON RIGHT AT
 DJ9344'PORT ALLEN FIRE STATION NUMBER 3 (5080 ROSEDALE ROAD) JUST BEFORE THE
 DJ9344'INTERSECTION OF SILVERY LANE-CALUMET ROAD, AT THE SOUTHEAST CORNER OF
 DJ9344'THE PROPERTY, NEXT TO A FENCE LINE AND 2 FT (0.6 M) NORTHEAST OF THE
 DJ9344'CORNER FENCE POST.
 DJ9344' 
 DJ9344'MARK IS 86.0 FT (26.2 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 76,
 DJ9344'43.6 FT (13.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF FIRE DEPARTMENT
 DJ9344'BUILDING, 15.2 FT (4.65 M) EAST-SOUTHEAST OF CENTER OF A WATER METER
 DJ9344'BOX, 2.3 FT (0.7 M) NORTHWEST OF A WOODEN FENCE POST CORNER, AND 3.0
 DJ9344'FT (0.9 M) BELOW CONCRETE DRIVEWAY FOR FIRE DEPARTMENT.
 DJ9344' 
 DJ9344'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9344'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 52 57.99718(N)    092 01 49.55102(W)     ADJUSTED  
 AV0576* NAVD 88     -         1.78   (meters)       5.8    (feet)  GPS OBS(2006.81)
 AV0576  **This station is located in a suspected subsidence area (see below).
 AV0576  ___________________________________________________________________
 AV0576  EPOCH DATE  -        2002.00
 AV0576  X           -    -196,096.747 (meters)                     COMP
 AV0576  Y           -  -5,531,245.906 (meters)                     COMP
 AV0576  Z           -   3,159,101.362 (meters)                     COMP
 AV0576  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0576  ELLIP HEIGHT-         -24.698 (meters)          (03/12/08) ADJUSTED
 AV0576  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AV0576
 AV0576  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0576  Type    PID    Designation                      North   East  Ellip
 AV0576  -------------------------------------------------------------------
 AV0576  NETWORK AV0576 C 4051 RESET                      1.10   0.90   2.49
 AV0576  -------------------------------------------------------------------
 AV0576  ELLP ORDER  -  THIRD     CLASS I
 AV0576
 AV0576.The horizontal coordinates were established by GPS observations
 AV0576.and adjusted by the National Geodetic Survey in February 2007.
 AV0576
 AV0576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0576.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0576.high-resolution geoid model.
 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 any height that may have been
 AV0576 ** previously 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
 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     -   153,477.841   932,666.020   MT  0.99992786   -0 20 54.8
 AV0576;SPC LA S     -   503,535.22  3,059,921.77   sFT  0.99992786   -0 20 54.8
 AV0576;UTM  15      - 3,306,190.912   593,624.676   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  ELLIP H (02/10/07)  -24.693  (m)                       GP(       )    
 AV0576  NAD 83(1992)-  29 52 57.99706(N)    092 01 49.55061(W) AD(2004.65) B
 AV0576  ELLIP H (06/22/05)  -24.694  (m)                       GP(2004.65) 4 1
 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: CGS+SS
 AV0576_PROJECTION: FLUSH
 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 - April 30, 2006
 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  HISTORY     - 20060430 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.
 AV0576
 AV0576                          STATION RECOVERY (2006)
 AV0576
 AV0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3086  **This station is located in a suspected subsidence area (see below).
 BK3086  ___________________________________________________________________
 BK3086  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3086  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3086 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3086 ** and geoid heights are valid at the date of observation. These heights
 BK3086 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ0993 ***********************************************************************
 BJ0993  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 24 09.95834(N)    091 12 02.34251(W)     ADJUSTED  
 BJ0993* NAVD 88     -         7.44   (meters)      24.4    (feet)  GPS OBS(2006.81)
 BJ0993  **This station is located in a suspected subsidence area (see below).
 BJ0993  ___________________________________________________________________
 BJ0993  EPOCH DATE  -        2002.00
 BJ0993  X           -    -115,366.858 (meters)                     COMP
 BJ0993  Y           -  -5,504,570.579 (meters)                     COMP
 BJ0993  Z           -   3,208,952.119 (meters)                     COMP
 BJ0993  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ0993  ELLIP HEIGHT-         -19.738 (meters)          (03/12/08) ADJUSTED
 BJ0993  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ0993  HORZ ORDER  -  A
 BJ0993  ELLP ORDER  -  THIRD     CLASS I
 BJ0993
 BJ0993.The horizontal coordinates were established by GPS observations
 BJ0993.and adjusted by the National Geodetic Survey in March 2008.
 BJ0993
 BJ0993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0993.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0993.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0993.The epoch date for horizontal control is a decimal equivalence
 BJ0993.of Year/Month/Day.
 BJ0993
 BJ0993.The orthometric height was determined by GPS observations and a
 BJ0993.high-resolution geoid model.
 BJ0993 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0993 ** and geoid heights are valid at the date of observation. These heights
 BJ0993 ** must always be validated when used as control.
 BJ0993 ** The orthometric height was determined by GPS observations using
 BJ0993 ** precise GPS observation and processing techniques and a new
 BJ0993 ** realization of GEOID03. It supersedes any height that may have been
 BJ0993 ** previously determined for this station.
 BJ0993 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0993 ** epoch indicated which incorporates improved geoid heights for the
 BJ0993 ** Southern Louisiana Subsidence area.
 BJ0993 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0993
 BJ0993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0993
 BJ0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0993
 BJ0993.The ellipsoidal height was determined by GPS observations
 BJ0993.and is referenced to NAD 83.
 BJ0993
 BJ0993.The geoid height was determined by GEOID03.
 BJ0993
 BJ0993;                    North         East     Units Scale Factor Converg.
 BJ0993;SPC LA S     -   210,919.831 1,012,749.405   MT  0.99995026   +0 03 58.8
 BJ0993;SPC LA S     -   691,992.81  3,322,662.01   sFT  0.99995026   +0 03 58.8
 BJ0993;UTM  15      - 3,364,790.340   672,851.968   MT  0.99996860   +0 54 39.0
 BJ0993
 BJ0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0993!SPC LA S     -   1.00000310  x   0.99995026  =   0.99995336
 BJ0993!UTM  15      -   1.00000310  x   0.99996860  =   0.99997170
 BJ0993
 BJ0993                          SUPERSEDED SURVEY CONTROL
 BJ0993
 BJ0993  NAD 83(1992)-  30 24 09.95830(N)    091 12 02.34244(W) AD(2004.65) B
 BJ0993  ELLIP H (03/01/07)  -19.693  (m)                       GP(2004.65) 4 1
 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: 15RXP7285264790(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 LAGS
 BJ0993_MARK LOGO: LAGS  
 BJ0993_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BJ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ0993+STABILITY: SURFACE MOTION
 BJ0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ0993+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 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  HISTORY     - 20060109 GOOD             SJB
 BJ0993  HISTORY     - 20060602 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.
 BJ0993
 BJ0993                          STATION RECOVERY (2006)
 BJ0993
 BJ0993'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (CW)
 BJ0993'RECOVERED AS DESCRIBED.
 BJ0993
 BJ0993                          STATION RECOVERY (2006)
 BJ0993
 BJ0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0993'RECOVERED AS DESCRIBED BUT DISK IS SUFFICIENTLY DISFIGURED BY
 BJ0993'HAMMERING THAT STAMPING IS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0768  **This station is located in a suspected subsidence area (see below).
 AV0768  ___________________________________________________________________
 AV0768  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0768  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0768 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0768 ** and geoid heights are valid at the date of observation. These heights
 AV0768 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1347  **This station is located in a suspected subsidence area (see below).
 AT1347  ___________________________________________________________________
 AT1347  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1347  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1347 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1347 ** and geoid heights are valid at the date of observation. These heights
 AT1347 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1182  **This station is located in a suspected subsidence area (see below).
 AT1182  ___________________________________________________________________
 AT1182  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT1182  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1182 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1182 ** and geoid heights are valid at the date of observation. These heights
 AT1182 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 AU2184 ***********************************************************************
 AU2184  DESIGNATION -  CAILLIOU
 AU2184  PID         -  AU2184
 AU2184  STATE/COUNTY-  LA/TERREBONNE
 AU2184  USGS QUAD   -  CAT ISLAND PASS (1994)
 AU2184
 AU2184                         *CURRENT SURVEY CONTROL
 AU2184  ___________________________________________________________________
 AU2184* NAD 83(1992)-  29 04 32.21308(N)    090 30 01.48001(W)     ADJUSTED  
 AU2184* LOCAL TIDAL -              **(meters)            **(feet)  NOT PUB   
 AU2184  **This station is located in a suspected subsidence area (see below).
 AU2184  ___________________________________________________________________
 AU2184  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AU2184  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AU2184  HORZ ORDER  -  SECOND
 AU2184
 AU2184.The horizontal coordinates were established by classical geodetic methods
 AU2184.and adjusted by the National Geodetic Survey in January 1993.
 AU2184
 AU2184.The orthometric height was scaled from a topographic map.
 AU2184 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2184 ** and geoid heights are valid at the date of observation. These heights
 AU2184 ** must always be validated when used as control.
 AU2184 ** The orthometric height has not been validated since last determined
 AU2184 ** by differential leveling and should not be used for control purposes.
 AU2184 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2184 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2184 ** epoch indicated which incorporates improved geoid heights for the
 AU2184 ** Southern Louisiana Subsidence area.
 AU2184 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2184
 AU2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2184
 AU2184.The geoid height was determined by GEOID03.
 AU2184
 AU2184;                    North         East     Units Scale Factor Converg.
 AU2184;SPC LA S     -    64,101.153 1,081,103.647   MT  1.00005507   +0 24 59.3
 AU2184;SPC LA S     -   210,305.20  3,546,920.88   sFT  1.00005507   +0 24 59.3
 AU2184;UTM  15      - 3,218,943.484   743,323.414   MT  1.00033067   +1 12 55.1
 AU2184
 AU2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2184!SPC LA S     -   1.00000349  x   1.00005507  =   1.00005856
 AU2184!UTM  15      -   1.00000349  x   1.00033067  =   1.00033416
 AU2184
 AU2184:                Primary Azimuth Mark                     Grid Az
 AU2184:SPC LA S     -  THE TEX CO CAILLOU IS FLD MST            033 23 29.4
 AU2184:UTM  15      -  THE TEX CO CAILLOU IS FLD MST            032 35 33.6
 AU2184
 AU2184|---------------------------------------------------------------------|
 AU2184| PID    Reference Object                     Distance      Geod. Az  |
 AU2184|                                                           dddmmss.s |
 AU2184| AU2987 THE TEX CO CAILLOU IS FLD MST       APPROX. 4.6 KM 0334828.7 |
 AU2184| AU2971 PHILO 2                             APPROX.19.8 KM 0474936.9 |
 AU2184| DD6419 CAILIOU RM 1                         17.800 METERS 07506     |
 AU2184| AU2183 CAILLIOU RM 3                        17.307 METERS 08945     |
 AU2184| AU2981 TIMBALIER LIGHTHOUSE                APPROX.14.4 KM 1014105.5 |
 AU2184| AU2185 CAILLIOU RM 2                        13.826 METERS 14500     |
 AU2184| AU3059 THE TEX CO LAKE PELTO FLD MST       APPROX.15.5 KM 2775017.2 |
 AU2184| DD6418 CAILIOU AZ MK                                      2923424.2 |
 AU2184| AU3042 PLATFORM                            APPROX.11.3 KM 3312046.2 |
 AU2184| AU3049 MARKER 1                            APPROX. 1.7 KM 3455448.2 |
 AU2184| AU3040 TERREBONNE BAY SHOAL DAY BCN        APPROX. 9.1 KM 3551910.0 |
 AU2184|---------------------------------------------------------------------|
 AU2184
 AU2184                          SUPERSEDED SURVEY CONTROL
 AU2184
 AU2184  NAD 83(1986)-  29 04 32.23156(N)    090 30 01.49189(W) AD(       ) 2
 AU2184  NAD 27      -  29 04 31.41200(N)    090 30 01.17500(W) AD(       ) 2
 AU2184
 AU2184.Superseded values are not recommended for survey control.
 AU2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2184.See file dsdata.txt to determine how the superseded data were derived.
 AU2184
 AU2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYN4332318943(NAD 83)
 AU2184
 AU2184  HISTORY     - Date     Condition        Report By
 AU2184  HISTORY     - 1928     MONUMENTED       CGS
 AU2184  HISTORY     - 1949     GOOD             PHILIP
 AU2184  HISTORY     - 1952     GOOD             CGS
 AU2184  HISTORY     - 1955     GOOD             CGS
 AU2184  HISTORY     - 1965     MARK NOT FOUND   CGS
 AU2184
 AU2184                          STATION DESCRIPTION
 AU2184
 AU2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 AU2184'STATION IS ABOUT 7-3/4 MILES WESTWARD FROM TIMBALIER LIGHT,
 AU2184'ON TIMBALIER ISLAND, IN THE CENTRAL PORTION OF THE W END OF
 AU2184'THE ISLAND, IN THE MARSH JUST S OF A SMALL BAYOU WHICH MAKES
 AU2184'IN FROM TERREBONNE BAY, AND N OF A VERY SMALL POND.
 AU2184'
 AU2184'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE.
 AU2184'
 AU2184'REFERENCE MARK NO. 1 IS DESTROYED.
 AU2184'
 AU2184'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2184'IS 13.819 METERS (45.34 FEET) FROM THE STATION.
 AU2184'
 AU2184'REFERENCE MARK NO. 3, A STANDARD BRONZE DISK SET IN CONCRETE,
 AU2184'IN THE TOP OF A TILE, IS 17.306
 AU2184'METERS (56.78 FEET) FROM THE STATION.
 AU2184
 AU2184                          STATION RECOVERY (1949)
 AU2184
 AU2184'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1949 (MPB)
 AU2184'STATION AND TWO REFERENCE MARKS FOUND AS DESCRIBED.
 AU2184
 AU2184                          STATION RECOVERY (1952)
 AU2184
 AU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (ALP)
 AU2184'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 AU2184'CONDITION.  REFERENCE MARK 1 WAS PREVIOUSLY REPORTED DESTROYED.
 AU2184'A COMPLETE NEW DESCRIPTION FOLLOWS--
 AU2184'
 AU2184'STATION IS LOCATED ON THE N SIDE OF TIMBALIER ISLAND, ABOUT
 AU2184'2 MI. E OF MOST W TIP OF THE ISLAND, ON A POINT BETWEEN
 AU2184'TWO BAYOUS ON THE E BANK OF THE W BAYOU, AND IN THE CENTER
 AU2184'OF A LOW SAND RIDGE AT THE POINT WHERE THE RIDGE MAKES A
 AU2184'RIGHT-ANGLE TURN.  THE MEAN HIGH-WATERLINE IS 21 FT.
 AU2184'N 52 DEG W AND 41 FT. N 18 DEG E.
 AU2184'IT IS A STANDARD DISK, STAMPED CAILLOU 1928 AND
 AU2184'SET IN THE TOP OF A 10-IN. CONCRETE MONUMENT PROJECTING
 AU2184'8 IN. ABOVE THE GROUND.
 AU2184'
 AU2184'REFERENCE MARK 2 IS 13.819 M. (45.34 FT.) FROM THE STATION.
 AU2184'IT IS A STANDARD DISK, STAMPED CAILLOU NO 2 1928 AND SET IN
 AU2184'THE TOP OF A 10-IN. CONCRETE POST PROJECTING 10 IN. ABOVE
 AU2184'THE GROUND.
 AU2184'
 AU2184'REFERENCE MARK 3 IS 17.306 M. (56.78 FT.) FROM THE STATION.
 AU2184'IT IS A STANDARD DISK, STAMPED CAILLOU 1928-34 R.M. 3 AND
 AU2184'SET IN CONCRETE IN THE TOP OF A 6-IN. TILE PROJECTING 3 IN.
 AU2184'ABOVE THE GROUND.
 AU2184
 AU2184                          STATION RECOVERY (1955)
 AU2184
 AU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 AU2184'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK
 AU2184'WAS ESTABLISHED AND A NEW DESCRIPTION FOLLOWS.
 AU2184'
 AU2184'THE STATION IS ON THE NORTH SIDE OF TIMBALIER ISLAND, 0.03
 AU2184'MILE EAST-SOUTHEAST OF A SMALL LAKE, BETWEEN TWO BAYOUS,
 AU2184'45 FEET SOUTHEAST OF A POINT AND HIGH WATER LINE FORMED
 AU2184'BY THE WEST BAYOU, AND IS 2 FEET ABOVE THE MEAN HIGH WATER
 AU2184'LINE.  THE STATION MARK PROJECTS 4 INCHES AND THE
 AU2184'DISK IS STAMPED CAILLIOU 1928.
 AU2184'
 AU2184'REFERENCE MARK NO. 2, SOUTHEAST OF THE STATION, 90 FEET
 AU2184'SOUTHEAST OF A POINT FORMED BY THE EAST BANK OF THE WEST
 AU2184'BAYOU, PROJECTS 1 FOOT AND THE DISK IS STAMPED CAILLIOU NO
 AU2184'2 1928.
 AU2184'
 AU2184'REFERENCE MARK NO. 3, EAST OF THE STATION, 30 FEET SOUTHEAST
 AU2184'OF THE MEAN HIGH WATER LINE, PROJECTS 2 INCHES AND THE DISK
 AU2184'IS STAMPED CAILLOU 1928 1934 R.M. 3.
 AU2184'
 AU2184'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE WEST OF THE STATION,
 AU2184'100 FEET NORTHEAST OF THE NORTHWEST END OF A SMALL LAKE,
 AU2184'26 FEET SOUTH-SOUTHEAST OF THE MEAN HIGH WATER LINE, 4 FEET
 AU2184'SOUTH OF A POST, PROJECTS 2 FEET AND THE DISK IS STAMPED
 AU2184'CAILLOU 1928.  THE MARK IS A STANDARD DISK SET IN THE TOP
 AU2184'OF A CONCRETE FILLED COMPOSITION SOIL PIPE.
 AU2184'
 AU2184'NOTE, OBSERVATIONS FROM A 24 FOOT TOWER.
 AU2184
 AU2184                          STATION RECOVERY (1965)
 AU2184
 AU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (GCR)
 AU2184'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 AU2184'FOUND, AND ARE BELIEVED LOST BY BEACH EROSION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3193  **This station is located in a suspected subsidence area (see below).
 AU3193  ___________________________________________________________________
 AU3193  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU3193  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3193 ** and geoid heights are valid at the date of observation. These heights
 AU3193 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 14 57.74490(N)    093 22 09.44944(W)     ADJUSTED  
 BK3283* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3283  **This station is located in a suspected subsidence area (see below).
 BK3283  ___________________________________________________________________
 BK3283  EPOCH DATE  -        2002.00
 BK3283  X           -    -324,086.509 (meters)                     COMP
 BK3283  Y           -  -5,504,830.972 (meters)                     COMP
 BK3283  Z           -   3,194,272.623 (meters)                     COMP
 BK3283  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3283  ELLIP HEIGHT-         -22.893 (meters)          (02/10/07) ADJUSTED
 BK3283  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3283
 BK3283  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3283  Type    PID    Designation                      North   East  Ellip
 BK3283  -------------------------------------------------------------------
 BK3283  NETWORK BK3283 CALCAM                            1.43   1.16   3.18
 BK3283  -------------------------------------------------------------------
 BK3283
 BK3283.The horizontal coordinates were established by GPS observations
 BK3283.and adjusted by the National Geodetic Survey in February 2007.
 BK3283
 BK3283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3283.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3283.The horizontal coordinates are valid at the epoch date displayed above.
 BK3283.The epoch date for horizontal control is a decimal equivalence
 BK3283.of Year/Month/Day.
 BK3283
 BK3283.The orthometric height was determined by GPS observations and a
 BK3283.high-resolution geoid model.
 BK3283 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3283 ** and geoid heights are valid at the date of observation. These heights
 BK3283 ** must always be validated when used as control.
 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 more information.
 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
 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     -   195,649.249   804,073.999   MT  0.99993511   -1 01 04.8
 BK3283;SPC LA S     -   641,892.58  2,638,032.78   sFT  0.99993511   -1 01 04.8
 BK3283;UTM  15      - 3,346,476.170   464,471.954   MT  0.99961557   -0 11 09.7
 BK3283
 BK3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3283!SPC LA S     -   1.00000360  x   0.99993511  =   0.99993871
 BK3283!UTM  15      -   1.00000360  x   0.99961557  =   0.99961916
 BK3283
 BK3283                          SUPERSEDED SURVEY CONTROL
 BK3283
 BK3283  ELLIP H (02/20/02)  -22.837  (m)                       GP(       ) 4 1
 BK3283  NAD 83(1992)-  30 14 57.74204(N)    093 22 09.44618(W) AD(       ) 1
 BK3283  ELLIP H (01/13/95)  -22.753  (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)  -22.802  (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     3  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3284* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3284  **This station is located in a suspected subsidence area (see below).
 BK3284  ___________________________________________________________________
 BK3284  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3284  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3284 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3284 ** and geoid heights are valid at the date of observation. These heights
 BK3284 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3159  **This station is located in a suspected subsidence area (see below).
 BK3159  ___________________________________________________________________
 BK3159  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BK3159  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3159 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3159 ** and geoid heights are valid at the date of observation. These heights
 BK3159 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0819  **This station is located in a suspected subsidence area (see below).
 AV0819  ___________________________________________________________________
 AV0819  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0819  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0819 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0819 ** and geoid heights are valid at the date of observation. These heights
 AV0819 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0815  **This station is located in a suspected subsidence area (see below).
 AV0815  ___________________________________________________________________
 AV0815  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0815  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3133  **This station is located in a suspected subsidence area (see below).
 BK3133  ___________________________________________________________________
 BK3133  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK3133  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3133 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3133 ** and geoid heights are valid at the date of observation. These heights
 BK3133 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2822  ___________________________________________________________________
 CQ2822  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CQ2822  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1161  **This station is located in a suspected subsidence area (see below).
 AT1161  ___________________________________________________________________
 AT1161  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1161  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2957  **This station is located in a suspected subsidence area (see below).
 AU2957  ___________________________________________________________________
 AU2957  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AU2957  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2957 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2957 ** and geoid heights are valid at the date of observation. These heights
 AU2957 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2956  **This station is located in a suspected subsidence area (see below).
 AU2956  ___________________________________________________________________
 AU2956  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AU2956  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2956 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2956 ** and geoid heights are valid at the date of observation. These heights
 AU2956 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1097  **This station is located in a suspected subsidence area (see below).
 AT1097  ___________________________________________________________________
 AT1097  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AT1097  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1097 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1097 ** and geoid heights are valid at the date of observation. These heights
 AT1097 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1048  **This station is located in a suspected subsidence area (see below).
 AT1048  ___________________________________________________________________
 AT1048  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1048  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1048 ** and geoid heights are valid at the date of observation. These heights
 AT1048 ** must always be validated when used as control.
 AT1048 ** The orthometric height has not been validated since last determined
 AT1048 ** by differential leveling and should not be used for control purposes.
 AT1048 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1048 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1048 ** epoch indicated which incorporates improved geoid heights for the
 AT1048 ** Southern Louisiana Subsidence area.
 AT1048 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1008  **This station is located in a suspected subsidence area (see below).
 AT1008  ___________________________________________________________________
 AT1008  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AT1008  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1008 ** and geoid heights are valid at the date of observation. These heights
 AT1008 ** must always be validated when used as control.
 AT1008 ** The orthometric height has not been validated since last determined
 AT1008 ** by differential leveling and should not be used for control purposes.
 AT1008 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1008 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1008 ** epoch indicated which incorporates improved geoid heights for the
 AT1008 ** Southern Louisiana Subsidence area.
 AT1008 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1007  **This station is located in a suspected subsidence area (see below).
 AT1007  ___________________________________________________________________
 AT1007  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AT1007  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1007 ** and geoid heights are valid at the date of observation. These heights
 AT1007 ** must always be validated when used as control.
 AT1007 ** The orthometric height has not been validated since last determined
 AT1007 ** by differential leveling and should not be used for control purposes.
 AT1007 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1007 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1007 ** epoch indicated which incorporates improved geoid heights for the
 AT1007 ** Southern Louisiana Subsidence area.
 AT1007 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2982  **This station is located in a suspected subsidence area (see below).
 AU2982  ___________________________________________________________________
 AU2982  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU2982  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2982 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2982 ** and geoid heights are valid at the date of observation. These heights
 AU2982 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2983  **This station is located in a suspected subsidence area (see below).
 AU2983  ___________________________________________________________________
 AU2983  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AU2983  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2983 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2983 ** and geoid heights are valid at the date of observation. These heights
 AU2983 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0850  **This station is located in a suspected subsidence area (see below).
 AV0850  ___________________________________________________________________
 AV0850  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0850  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0850 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0850 ** and geoid heights are valid at the date of observation. These heights
 AV0850 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0865  **This station is located in a suspected subsidence area (see below).
 AV0865  ___________________________________________________________________
 AV0865  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AV0865  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0865 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0865 ** and geoid heights are valid at the date of observation. These heights
 AV0865 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4533  **This station is located in a suspected subsidence area (see below).
 BJ4533  ___________________________________________________________________
 BJ4533  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 BJ4533  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4533 ** and geoid heights are valid at the date of observation. These heights
 BJ4533 ** must always be validated when used as control.
 BJ4533 ** The orthometric height has not been validated since last determined
 BJ4533 ** by differential leveling and should not be used for control purposes.
 BJ4533 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4533 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4533 ** epoch indicated which incorporates improved geoid heights for the
 BJ4533 ** Southern Louisiana Subsidence area.
 BJ4533 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0823  **This station is located in a suspected subsidence area (see below).
 AV0823  ___________________________________________________________________
 AV0823  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AV0823  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0813  **This station is located in a suspected subsidence area (see below).
 AV0813  ___________________________________________________________________
 AV0813  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AV0813  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0824  **This station is located in a suspected subsidence area (see below).
 AV0824  ___________________________________________________________________
 AV0824  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0824  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0818  **This station is located in a suspected subsidence area (see below).
 AV0818  ___________________________________________________________________
 AV0818  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0818  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0817  **This station is located in a suspected subsidence area (see below).
 AV0817  ___________________________________________________________________
 AV0817  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0817  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 DK3579 ***********************************************************************
 DK3579  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3579  DESIGNATION -  CAMERON PARISH CT CORS ARP
 DK3579  CORS_ID     -  CAMR
 DK3579  PID         -  DK3579
 DK3579  STATE/COUNTY-  LA/CAMERON
 DK3579  USGS QUAD   -  CAMERON (1982)
 DK3579
 DK3579                         *CURRENT SURVEY CONTROL
 DK3579  ___________________________________________________________________
 DK3579* NAD 83(CORS)-  29 47 54.57716(N)    093 19 30.38100(W)     ADJUSTED  
 DK3579* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DK3579  **This station is located in a suspected subsidence area (see below).
 DK3579  ___________________________________________________________________
 DK3579  EPOCH DATE  -        2002.00
 DK3579  X           -    -321,292.333 (meters)                     COMP
 DK3579  Y           -  -5,530,056.606 (meters)                     COMP
 DK3579  Z           -   3,151,004.464 (meters)                     COMP
 DK3579  ELLIP HEIGHT-         -10.364 (meters)          (04/??/08) ADJUSTED
 DK3579  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DK3579  HORZ ORDER  -  SPECIAL (CORS)
 DK3579  ELLP ORDER  -  SPECIAL (CORS)
 DK3579
 DK3579.ITRF positions are available for this station.
 DK3579.The coordinates were established by GPS observations
 DK3579.and adjusted by the National Geodetic Survey in April 2008.
 DK3579.The coordinates are valid at the epoch date displayed above.
 DK3579.The epoch date for horizontal control is a decimal equivalence
 DK3579.of Year/Month/Day.
 DK3579
 DK3579
 DK3579.The PID for the CORS L1 Phase Center is DK3580.
 DK3579
 DK3579.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3579
 DK3579.The ellipsoidal height was determined by GPS observations
 DK3579.and is referenced to NAD 83.
 DK3579
 DK3579.The geoid height was determined by GEOID03.
 DK3579
 DK3579;                    North         East     Units Scale Factor Converg.
 DK3579;SPC LA S     -   145,604.323   807,457.012   MT  0.99993194   -0 59 45.3
 DK3579;SPC LA S     -   477,703.52  2,649,131.88   sFT  0.99993194   -0 59 45.3
 DK3579
 DK3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3579!SPC LA S     -   1.00000163  x   0.99993194  =   0.99993357
 DK3579
 DK3579                          SUPERSEDED SURVEY CONTROL
 DK3579
 DK3579.No superseded survey control is available for this station.
 DK3579
 DK3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6858196501(NAD 83)
 DK3579_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK3579
 DK3579                          STATION DESCRIPTION
 DK3579
 DK3579'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK3579'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3579'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3579'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3579'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3579'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK3580 ***********************************************************************
 DK3580  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3580  DESIGNATION -  CAMERON PARISH CT CORS L1 PHASE CENTER
 DK3580  CORS_ID     -  CAMR
 DK3580  PID         -  DK3580
 DK3580  STATE/COUNTY-  LA/CAMERON
 DK3580  USGS QUAD   -  CAMERON (1982)
 DK3580
 DK3580                         *CURRENT SURVEY CONTROL
 DK3580  ___________________________________________________________________
 DK3580* NAD 83(CORS)-  29 47 54.57717(N)    093 19 30.38098(W)     ADJUSTED  
 DK3580* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DK3580  **This station is located in a suspected subsidence area (see below).
 DK3580  ___________________________________________________________________
 DK3580  EPOCH DATE  -        2002.00
 DK3580  X           -    -321,292.336 (meters)                     COMP
 DK3580  Y           -  -5,530,056.668 (meters)                     COMP
 DK3580  Z           -   3,151,004.500 (meters)                     COMP
 DK3580  ELLIP HEIGHT-         -10.293 (meters)          (04/??/08) ADJUSTED
 DK3580  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DK3580  HORZ ORDER  -  SPECIAL (CORS)
 DK3580  ELLP ORDER  -  SPECIAL (CORS)
 DK3580
 DK3580.ITRF positions are available for this station.
 DK3580.The coordinates were established by GPS observations
 DK3580.and adjusted by the National Geodetic Survey in April 2008.
 DK3580.The coordinates are valid at the epoch date displayed above.
 DK3580.The epoch date for horizontal control is a decimal equivalence
 DK3580.of Year/Month/Day.
 DK3580
 DK3580
 DK3580.The PID for the CORS ARP is DK3579.
 DK3580
 DK3580.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3580
 DK3580.The ellipsoidal height was determined by GPS observations
 DK3580.and is referenced to NAD 83.
 DK3580
 DK3580.The geoid height was determined by GEOID03.
 DK3580
 DK3580;                    North         East     Units Scale Factor Converg.
 DK3580;SPC LA S     -   145,604.323   807,457.013   MT  0.99993194   -0 59 45.3
 DK3580;SPC LA S     -   477,703.52  2,649,131.88   sFT  0.99993194   -0 59 45.3
 DK3580
 DK3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3580!SPC LA S     -   1.00000162  x   0.99993194  =   0.99993356
 DK3580
 DK3580                          SUPERSEDED SURVEY CONTROL
 DK3580
 DK3580.No superseded survey control is available for this station.
 DK3580
 DK3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVN6858196501(NAD 83)
 DK3580_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK3580
 DK3580                          STATION DESCRIPTION
 DK3580
 DK3580'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK3580'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3580'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3580'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3580'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3580'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0812  **This station is located in a suspected subsidence area (see below).
 AV0812  ___________________________________________________________________
 AV0812  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0812  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0820  **This station is located in a suspected subsidence area (see below).
 AV0820  ___________________________________________________________________
 AV0820  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AV0820  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2950  **This station is located in a suspected subsidence area (see below).
 AU2950  ___________________________________________________________________
 AU2950  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AU2950  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2950 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2950 ** and geoid heights are valid at the date of observation. These heights
 AU2950 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2437  **This station is located in a suspected subsidence area (see below).
 AU2437  ___________________________________________________________________
 AU2437  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AU2437  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2437 ** and geoid heights are valid at the date of observation. These heights
 AU2437 ** must always be validated when used as control.
 AU2437 ** The orthometric height has not been validated since last determined
 AU2437 ** by differential leveling and should not be used for control purposes.
 AU2437 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2437 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2437 ** epoch indicated which incorporates improved geoid heights for the
 AU2437 ** Southern Louisiana Subsidence area.
 AU2437 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2976  **This station is located in a suspected subsidence area (see below).
 AU2976  ___________________________________________________________________
 AU2976  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU2976  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2976 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2976 ** and geoid heights are valid at the date of observation. These heights
 AU2976 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2954  **This station is located in a suspected subsidence area (see below).
 BH2954  ___________________________________________________________________
 BH2954  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BH2954  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2954 ** and geoid heights are valid at the date of observation. These heights
 BH2954 ** must always be validated when used as control.
 BH2954 ** The orthometric height has not been validated since last determined
 BH2954 ** by differential leveling and should not be used for control purposes.
 BH2954 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2954 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2954 ** epoch indicated which incorporates improved geoid heights for the
 BH2954 ** Southern Louisiana Subsidence area.
 BH2954 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2420  **This station is located in a suspected subsidence area (see below).
 AU2420  ___________________________________________________________________
 AU2420  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2420  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2420 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2420 ** and geoid heights are valid at the date of observation. These heights
 AU2420 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU2419* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2419  **This station is located in a suspected subsidence area (see below).
 AU2419  ___________________________________________________________________
 AU2419  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU2419  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2419 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2419 ** and geoid heights are valid at the date of observation. These heights
 AU2419 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2975  **This station is located in a suspected subsidence area (see below).
 AU2975  ___________________________________________________________________
 AU2975  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2975  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2975 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2975 ** and geoid heights are valid at the date of observation. These heights
 AU2975 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2788  ___________________________________________________________________
 BX2788  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BX2788  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2997  **This station is located in a suspected subsidence area (see below).
 AU2997  ___________________________________________________________________
 AU2997  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AU2997  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2997 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2997 ** and geoid heights are valid at the date of observation. These heights
 AU2997 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2598  **This station is located in a suspected subsidence area (see below).
 AU2598  ___________________________________________________________________
 AU2598  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2598  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2598 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2598 ** and geoid heights are valid at the date of observation. These heights
 AU2598 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0727  **This station is located in a suspected subsidence area (see below).
 AV0727  ___________________________________________________________________
 AV0727  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0727  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0727 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0727 ** and geoid heights are valid at the date of observation. These heights
 AV0727 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2967  **This station is located in a suspected subsidence area (see below).
 AU2967  ___________________________________________________________________
 AU2967  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AU2967  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2967 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2967 ** and geoid heights are valid at the date of observation. These heights
 AU2967 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AV0729* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AV0729  **This station is located in a suspected subsidence area (see below).
 AV0729  ___________________________________________________________________
 AV0729  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AV0729  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0729 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0729 ** and geoid heights are valid at the date of observation. These heights
 AV0729 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2968  **This station is located in a suspected subsidence area (see below).
 AU2968  ___________________________________________________________________
 AU2968  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AU2968  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2968 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2968 ** and geoid heights are valid at the date of observation. These heights
 AU2968 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2937  **This station is located in a suspected subsidence area (see below).
 AU2937  ___________________________________________________________________
 AU2937  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AU2937  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2937 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2937 ** and geoid heights are valid at the date of observation. These heights
 AU2937 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2936  **This station is located in a suspected subsidence area (see below).
 AU2936  ___________________________________________________________________
 AU2936  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AU2936  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2936 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2936 ** and geoid heights are valid at the date of observation. These heights
 AU2936 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2611  **This station is located in a suspected subsidence area (see below).
 AU2611  ___________________________________________________________________
 AU2611  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2611  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2611 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2611 ** and geoid heights are valid at the date of observation. These heights
 AU2611 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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  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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BX2921+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 BX2921
 BX2921  HISTORY     - Date     Condition        Report By
 BX2921  HISTORY     - 1972     MONUMENTED       NGS
 BX2921  HISTORY     - 19940611 GOOD             USPSQD
 BX2921  HISTORY     - 20081208 GOOD             GEOCAC
 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.
 BX2921
 BX2921                          STATION RECOVERY (2008)
 BX2921
 BX2921'RECOVERY NOTE BY GEOCACHING 2008 (JAK)
 BX2921'WITNESS WAS BORKEN AND MOVED FROM ORIGIONAL LOCATION. RECOVERED
 BX2921'REMAINS OF POST AND PLACED STAKE AND FLAG OVER POST REMAINS . MONUMENT
 BX2921'IS JUST UNDER SURFACE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 33 11.51381(N)    090 57 33.74086(W)     ADJUSTED  
 AU3253* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3253  **This station is located in a suspected subsidence area (see below).
 AU3253  ___________________________________________________________________
 AU3253  EPOCH DATE  -        2002.00
 AU3253  X           -     -92,973.422 (meters)                     COMP
 AU3253  Y           -  -5,552,053.092 (meters)                     COMP
 AU3253  Z           -   3,127,373.537 (meters)                     COMP
 AU3253  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU3253  ELLIP HEIGHT-         -24.544 (meters)          (02/10/07) ADJUSTED
 AU3253  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 AU3253
 AU3253  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3253  Type    PID    Designation                      North   East  Ellip
 AU3253  -------------------------------------------------------------------
 AU3253  NETWORK AU3253 CAPASAW                           2.49   2.80   4.94
 AU3253  -------------------------------------------------------------------
 AU3253
 AU3253.The horizontal coordinates were established by GPS observations
 AU3253.and adjusted by the National Geodetic Survey in February 2007.
 AU3253
 AU3253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3253.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3253.The horizontal coordinates are valid at the epoch date displayed above.
 AU3253.The epoch date for horizontal control is a decimal equivalence
 AU3253.of Year/Month/Day.
 AU3253
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3253 ** and geoid heights are valid at the date of observation. These heights
 AU3253 ** must always be validated when used as control.
 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 more information.
 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
 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     -   116,801.340 1,036,240.973   MT  0.99995606   +0 11 13.1
 AU3253;SPC LA S     -   383,205.73  3,399,733.93   sFT  0.99995606   +0 11 13.1
 AU3253;UTM  15      - 3,271,014.818   697,711.083   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  =   1.00008620
 AU3253
 AU3253                          SUPERSEDED SURVEY CONTROL
 AU3253
 AU3253  ELLIP H (07/18/02)  -24.504  (m)                       GP(       ) 4 2
 AU3253  NAD 83(1992)-  29 33 11.51306(N)    090 57 33.73923(W) AD(       ) 1
 AU3253  ELLIP H (01/21/93)  -24.518  (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     3  
 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 = MARCH 13, 2009
 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  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 RM 1                           7.859 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                        267.179 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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           -  -5,486,476.151 (meters)                     COMP
 BJ5287  Z           -   3,238,551.651 (meters)                     COMP
 BJ5287  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BJ5287  ELLIP HEIGHT-         -17.721 (meters)          (01/02/04) ADJUSTED
 BJ5287  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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)  -17.611  (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     3  
 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 - October 27, 2007
 BJ5287
 BJ5287  HISTORY     - Date     Condition        Report By
 BJ5287  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5287  HISTORY     - 19870310 GOOD
 BJ5287  HISTORY     - 20071027 GOOD             GEOMET
 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.
 BJ5287
 BJ5287                          STATION RECOVERY (2007)
 BJ5287
 BJ5287'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2007 (KRO)
 BJ5287'THERE HAS BEEN SOME LANDSCAPING IN THE AREA. THE DISK IS NOW 0.1M (0.3
 BJ5287'FT) BELOW THE GROUND SURFACE. BOTH THE WITNESS POST AND THE METAL
 BJ5287'POWER SUPPLY BOX ARE GONE. THE VASI LIGHTS HAVE BEEN MOVED AND ARE NO
 BJ5287'LONGER NEAR THE STATION. THE TIES TO THE RUNWAY AND TAXIWAY ARE STILL
 BJ5287'GOOD. THE STATION IS INLINE WITH THE CENTERLINE OF THE CONNECTOR TO
 BJ5287'THE TAXIWAY. 25.0M (82 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BJ5287'CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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           -  -5,486,099.368 (meters)                     COMP
 BJ5288  Z           -   3,239,190.564 (meters)                     COMP
 BJ5288  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BJ5288  ELLIP HEIGHT-         -16.714 (meters)          (01/02/04) ADJUSTED
 BJ5288  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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)  -16.604  (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     3  
 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 - October 27, 2007
 BJ5288
 BJ5288  HISTORY     - Date     Condition        Report By
 BJ5288  HISTORY     - 1986     MONUMENTED       LADTD
 BJ5288  HISTORY     - 19870310 GOOD
 BJ5288  HISTORY     - 20071027 GOOD             GEOMET
 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.
 BJ5288
 BJ5288                          STATION RECOVERY (2007)
 BJ5288
 BJ5288'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2007 (KRO)
 BJ5288'THERE HAS BEEN SOME LANDSCAPING IN THE AREA. THE DISK IS NOW 0.1M (0.3
 BJ5288'FT) BELOW THE GROUND SURFACE. THE WITNESS POST IS GONE AND THE CULVERT
 BJ5288'IS NOW REPLACED BY A CATCH BASIN. 8.2M (27 FT) NORTHWEST OF CENTER OF
 BJ5288'CATCH BASIN, REMAING TIES ARE STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2716  **This station is located in a suspected subsidence area (see below).
 BK2716  ___________________________________________________________________
 BK2716  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BK2716  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2712  **This station is located in a suspected subsidence area (see below).
 BK2712  ___________________________________________________________________
 BK2712  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2712  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2713  **This station is located in a suspected subsidence area (see below).
 BK2713  ___________________________________________________________________
 BK2713  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2713  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2555  **This station is located in a suspected subsidence area (see below).
 AU2555  ___________________________________________________________________
 AU2555  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2555  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2555 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2555 ** and geoid heights are valid at the date of observation. These heights
 AU2555 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 10 16.28729(N)    093 22 34.40542(W)     ADJUSTED  
 BK3285* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3285  **This station is located in a suspected subsidence area (see below).
 BK3285  ___________________________________________________________________
 BK3285  EPOCH DATE  -        2002.00
 BK3285  X           -    -325,009.350 (meters)                     COMP
 BK3285  Y           -  -5,509,144.900 (meters)                     COMP
 BK3285  Z           -   3,186,782.595 (meters)                     COMP
 BK3285  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BK3285  ELLIP HEIGHT-         -23.197 (meters)          (02/10/07) ADJUSTED
 BK3285  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BK3285
 BK3285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3285  Type    PID    Designation                      North   East  Ellip
 BK3285  -------------------------------------------------------------------
 BK3285  NETWORK BK3285 CARLYSS                           1.47   1.18   3.19
 BK3285  -------------------------------------------------------------------
 BK3285
 BK3285.The horizontal coordinates were established by GPS observations
 BK3285.and adjusted by the National Geodetic Survey in February 2007.
 BK3285
 BK3285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3285.The horizontal coordinates are valid at the epoch date displayed above.
 BK3285.The epoch date for horizontal control is a decimal equivalence
 BK3285.of Year/Month/Day.
 BK3285
 BK3285.The orthometric height was determined by GPS observations and a
 BK3285.high-resolution geoid model.
 BK3285 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3285 ** and geoid heights are valid at the date of observation. These heights
 BK3285 ** must always be validated when used as control.
 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 more information.
 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
 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     -   186,996.067   803,252.465   MT  0.99993014   -1 01 17.3
 BK3285;SPC LA S     -   613,502.93  2,635,337.46   sFT  0.99993014   -1 01 17.3
 BK3285;UTM  15      - 3,337,814.712   463,776.404   MT  0.99961619   -0 11 20.7
 BK3285
 BK3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3285!SPC LA S     -   1.00000364  x   0.99993014  =   0.99993378
 BK3285!UTM  15      -   1.00000364  x   0.99961619  =   0.99961983
 BK3285
 BK3285                          SUPERSEDED SURVEY CONTROL
 BK3285
 BK3285  ELLIP H (02/20/02)  -23.140  (m)                       GP(       ) 4 1
 BK3285  NAD 83(1992)-  30 10 16.28352(N)    093 22 34.40142(W) AD(       ) 1
 BK3285  ELLIP H (01/13/95)  -23.051  (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)  -23.061  (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     3  
 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: 15RVP6377637815(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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3286* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3286  **This station is located in a suspected subsidence area (see below).
 BK3286  ___________________________________________________________________
 BK3286  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3286  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3286 ** and geoid heights are valid at the date of observation. These heights
 BK3286 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 BH2981 ***********************************************************************
 BH2981  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 49 08.63733(N)    089 51 51.56286(W)     ADJUSTED  
 BH2981* NAVD 88     -        35.70   (meters)     117.1    (feet)  GPS OBS(2006.81)
 BH2981  **This station is located in a suspected subsidence area (see below).
 BH2981  ___________________________________________________________________
 BH2981  EPOCH DATE  -        2002.00
 BH2981  X           -      12,982.135 (meters)                     COMP
 BH2981  Y           -  -5,482,286.959 (meters)                     COMP
 BH2981  Z           -   3,248,686.690 (meters)                     COMP
 BH2981  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 BH2981  ELLIP HEIGHT-           7.900 (meters)          (03/12/08) ADJUSTED
 BH2981  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BH2981
 BH2981  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BH2981  Type    PID    Designation                      North   East  Ellip
 BH2981  -------------------------------------------------------------------
 BH2981  NETWORK BH2981 CARR                              0.51   0.55   2.00
 BH2981  -------------------------------------------------------------------
 BH2981  ELLP ORDER  -  THIRD     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 February 2007.
 BH2981
 BH2981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH2981.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH2981.The horizontal coordinates are valid at the epoch date displayed above.
 BH2981.The epoch date for horizontal control is a decimal equivalence
 BH2981.of Year/Month/Day.
 BH2981
 BH2981.The orthometric height was determined by GPS observations and a
 BH2981.high-resolution geoid model.
 BH2981 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2981 ** and geoid heights are valid at the date of observation. These heights
 BH2981 ** must always be validated when used as control.
 BH2981 ** The orthometric height was determined by GPS observations using
 BH2981 ** precise GPS observation and processing techniques and a new
 BH2981 ** realization of GEOID03. It supersedes any height that may have been
 BH2981 ** previously determined for this station.
 BH2981 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2981 ** epoch indicated which incorporates improved geoid heights for the
 BH2981 ** Southern Louisiana Subsidence area.
 BH2981 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   257,964.885 1,140,560.955   MT  1.00002749   +0 44 04.3
 BH2981;SPC LA S     -   846,339.79  3,741,990.40   sFT  1.00002749   +0 44 04.3
 BH2981;UTM  16      - 3,413,061.078   225,984.819   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 (02/10/07)    7.904  (m)                       GP(       )    
 BH2981  ELLIP H (02/15/02)    7.920  (m)                       GP(       ) 4 1
 BH2981  ELLIP H (02/12/02)    7.867  (m)                       GP(       ) 4 2
 BH2981  ELLIP H (01/21/93)    7.943  (m)                       GP(       ) 4 2
 BH2981  NAD 83(1992)-  30 49 08.63709(N)    089 51 51.56192(W) AD(       ) B
 BH2981  ELLIP H (09/10/92)    7.943  (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     3  
 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_PROJECTION: FLUSH
 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 - May 17, 2006
 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  HISTORY     - 20060517 GOOD             NGS
 BH2981  HISTORY     - 20070817 POOR             NGS
 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.
 BH2981
 BH2981                          STATION RECOVERY (2006)
 BH2981
 BH2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH2981'RECOVERED AS DESCRIBED.
 BH2981
 BH2981                          STATION RECOVERY (2007)
 BH2981
 BH2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 BH2981'SURFACE MARK FOUND TO BE DESTROYED BY AIRPORT MAINTENANCE MOWER.
 BH2981'SUB-SURFACE MARK NOT LOOKED FOR, BUT PROBABLY IS UNDISTURBED AND IN
 BH2981'GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3093  **This station is located in a suspected subsidence area (see below).
 AU3093  ___________________________________________________________________
 AU3093  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3093  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3093 ** and geoid heights are valid at the date of observation. These heights
 AU3093 ** must always be validated when used as control.
 AU3093 ** The orthometric height has not been validated since last determined
 AU3093 ** by differential leveling and should not be used for control purposes.
 AU3093 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3093 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3093 ** epoch indicated which incorporates improved geoid heights for the
 AU3093 ** Southern Louisiana Subsidence area.
 AU3093 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 37 55.35133(N)    092 09 56.79021(W)     ADJUSTED  
 BK0126* NAVD 88     -        19.53   (+/-2cm)      64.1    (feet)  VERTCON   
 BK0126  ___________________________________________________________________
 BK0126  EPOCH DATE  -        2002.00
 BK0126  X           -    -207,581.001 (meters)                     COMP
 BK0126  Y           -  -5,488,958.830 (meters)                     COMP
 BK0126  Z           -   3,230,854.919 (meters)                     COMP
 BK0126  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK0126  ELLIP HEIGHT-          -7.790 (meters)          (02/10/07) ADJUSTED
 BK0126  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BK0126
 BK0126  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK0126  Type    PID    Designation                      North   East  Ellip
 BK0126  -------------------------------------------------------------------
 BK0126  NETWORK BK0126 CARRON                           10.92  19.56  10.84
 BK0126  -------------------------------------------------------------------
 BK0126  VERT ORDER  -  SECOND    CLASS I (See Below)
 BK0126
 BK0126.The horizontal coordinates were established by GPS observations
 BK0126.and adjusted by the National Geodetic Survey in February 2007.
 BK0126
 BK0126.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK0126.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK0126.The horizontal coordinates are valid at the epoch date displayed above.
 BK0126.The epoch date for horizontal control is a decimal equivalence
 BK0126.of Year/Month/Day.
 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     -   236,619.276   920,196.441   MT  0.99998625   -0 24 58.4
 BK0126;SPC LA S     -   776,308.41  3,019,011.16   sFT  0.99998625   -0 24 58.4
 BK0126;UTM  15      - 3,389,120.667   579,945.692   MT  0.99967884   +0 25 30.3
 BK0126
 BK0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK0126!SPC LA S     -   1.00000122  x   0.99998625  =   0.99998747
 BK0126!UTM  15      -   1.00000122  x   0.99967884  =   0.99968006
 BK0126
 BK0126:                Primary Azimuth Mark                     Grid Az
 BK0126:SPC LA S     -  CARRON AZ MK                             054 24 51.3
 BK0126:UTM  15      -  CARRON AZ MK                             053 34 22.6
 BK0126
 BK0126|---------------------------------------------------------------------|
 BK0126| PID    Reference Object                     Distance      Geod. Az  |
 BK0126|                                                           dddmmss.s |
 BK0126| CW1184 CARRON AZ MK                                       0535952.9 |
 BK0126| BK2628 WASHINGTON MUNICIPAL TANK           APPROX.10.5 KM 1005812.6 |
 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 2960120.9 |
 BK0126| BK2643 VILLE PLATTE WATER TANK             APPROX.12.1 KM 3000410.6 |
 BK0126|---------------------------------------------------------------------|
 BK0126
 BK0126                          SUPERSEDED SURVEY CONTROL
 BK0126
 BK0126  ELLIP H (06/26/02)   -7.810  (m)                       GP(       ) 4 2
 BK0126  NAD 83(1992)-  30 37 55.35339(N)    092 09 56.79231(W) AD(       ) 1
 BK0126  ELLIP H (01/21/93)   -7.708  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0830  **This station is located in a suspected subsidence area (see below).
 AV0830  ___________________________________________________________________
 AV0830  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0830  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0830 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0830 ** and geoid heights are valid at the date of observation. These heights
 AV0830 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 33 40.47372(N)    090 38 16.64782(W)     ADJUSTED  
 AH6392* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6392  **This station is located in a suspected subsidence area (see below).
 AH6392  ___________________________________________________________________
 AH6392  EPOCH DATE  -        2002.00
 AH6392  X           -     -61,821.632 (meters)                     COMP
 AH6392  Y           -  -5,552,048.475 (meters)                     COMP
 AH6392  Z           -   3,128,149.755 (meters)                     COMP
 AH6392  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6392  ELLIP HEIGHT-         -23.372 (meters)          (02/10/07) ADJUSTED
 AH6392  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6392
 AH6392  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6392  Type    PID    Designation                      North   East  Ellip
 AH6392  -------------------------------------------------------------------
 AH6392  NETWORK AH6392 CASTLE                            1.41   1.37   3.39
 AH6392  -------------------------------------------------------------------
 AH6392
 AH6392.The horizontal coordinates were established by GPS observations
 AH6392.and adjusted by the National Geodetic Survey in February 2007.
 AH6392
 AH6392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6392.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6392.The horizontal coordinates are valid at the epoch date displayed above.
 AH6392.The epoch date for horizontal control is a decimal equivalence
 AH6392.of Year/Month/Day.
 AH6392
 AH6392.The orthometric height was determined by GPS observations and a
 AH6392.high-resolution geoid model.
 AH6392 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6392 ** and geoid heights are valid at the date of observation. These heights
 AH6392 ** must always be validated when used as control.
 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 more information.
 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
 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     -   117,838.307 1,067,383.934   MT  0.99995498   +0 20 51.7
 AH6392;SPC LA S     -   386,607.85  3,501,908.79   sFT  0.99995498   +0 20 51.7
 AH6392;UTM  15      - 3,272,497.123   728,842.477   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 17.8
 AH6392:UTM  15      -  F 222                                    115 57 12.5
 AH6392
 AH6392|---------------------------------------------------------------------|
 AH6392| PID    Reference Object                     Distance      Geod. Az  |
 AH6392|                                                           dddmmss.s |
 AH6392| AU1446 F 222                               APPROX. 0.5 KM 1170709.5 |
 AH6392|---------------------------------------------------------------------|
 AH6392
 AH6392                          SUPERSEDED SURVEY CONTROL
 AH6392
 AH6392  ELLIP H (02/21/02)  -23.352  (m)                       GP(       ) 5 1
 AH6392  NAD 83(1992)-  29 33 40.47405(N)    090 38 16.64677(W) AD(       ) 1
 AH6392  ELLIP H (12/17/98)  -23.284  (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: 15RYN2884272497(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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0670  **This station is located in a suspected subsidence area (see below).
 AV0670  ___________________________________________________________________
 AV0670  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0670  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0670 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0670 ** and geoid heights are valid at the date of observation. These heights
 AV0670 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3813  **This station is located in a suspected subsidence area (see below).
 BJ3813  ___________________________________________________________________
 BJ3813  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ3813  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3813 ** and geoid heights are valid at the date of observation. These heights
 BJ3813 ** must always be validated when used as control.
 BJ3813 ** The orthometric height has not been validated since last determined
 BJ3813 ** by differential leveling and should not be used for control purposes.
 BJ3813 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3813 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3813 ** epoch indicated which incorporates improved geoid heights for the
 BJ3813 ** Southern Louisiana Subsidence area.
 BJ3813 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1193  **This station is located in a suspected subsidence area (see below).
 AT1193  ___________________________________________________________________
 AT1193  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AT1193  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1193 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1193 ** and geoid heights are valid at the date of observation. These heights
 AT1193 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3809  **This station is located in a suspected subsidence area (see below).
 BJ3809  ___________________________________________________________________
 BJ3809  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3809  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3809 ** and geoid heights are valid at the date of observation. These heights
 BJ3809 ** must always be validated when used as control.
 BJ3809 ** The orthometric height has not been validated since last determined
 BJ3809 ** by differential leveling and should not be used for control purposes.
 BJ3809 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3809 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3809 ** epoch indicated which incorporates improved geoid heights for the
 BJ3809 ** Southern Louisiana Subsidence area.
 BJ3809 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1222  **This station is located in a suspected subsidence area (see below).
 AT1222  ___________________________________________________________________
 AT1222  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AT1222  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3051  **This station is located in a suspected subsidence area (see below).
 AU3051  ___________________________________________________________________
 AU3051  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AU3051  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3051 ** and geoid heights are valid at the date of observation. These heights
 AU3051 ** must always be validated when used as control.
 AU3051 ** The orthometric height has not been validated since last determined
 AU3051 ** by differential leveling and should not be used for control purposes.
 AU3051 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3051 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3051 ** epoch indicated which incorporates improved geoid heights for the
 AU3051 ** Southern Louisiana Subsidence area.
 AU3051 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2560  ___________________________________________________________________
 BX2560  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BX2560  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AA7395  **This station is located in a suspected subsidence area (see below).
 AA7395  ___________________________________________________________________
 AA7395  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA7395  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0712  **This station is located in a suspected subsidence area (see below).
 AV0712  ___________________________________________________________________
 AV0712  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0712  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0712 ** and geoid heights are valid at the date of observation. These heights
 AV0712 ** must always be validated when used as control.
 AV0712 ** The orthometric height has not been validated since last determined
 AV0712 ** by differential leveling and should not be used for control purposes.
 AV0712 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0712 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0712 ** epoch indicated which incorporates improved geoid heights for the
 AV0712 ** Southern Louisiana Subsidence area.
 AV0712 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0711  **This station is located in a suspected subsidence area (see below).
 AV0711  ___________________________________________________________________
 AV0711  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AV0711  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0711 ** and geoid heights are valid at the date of observation. These heights
 AV0711 ** must always be validated when used as control.
 AV0711 ** The orthometric height has not been validated since last determined
 AV0711 ** by differential leveling and should not be used for control purposes.
 AV0711 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0711 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0711 ** epoch indicated which incorporates improved geoid heights for the
 AV0711 ** Southern Louisiana Subsidence area.
 AV0711 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0838  **This station is located in a suspected subsidence area (see below).
 AT0838  ___________________________________________________________________
 AT0838  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AT0838  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0838 ** and geoid heights are valid at the date of observation. These heights
 AT0838 ** must always be validated when used as control.
 AT0838 ** The orthometric height has not been validated since last determined
 AT0838 ** by differential leveling and should not be used for control purposes.
 AT0838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0838 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0838 ** epoch indicated which incorporates improved geoid heights for the
 AT0838 ** Southern Louisiana Subsidence area.
 AT0838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0716  **This station is located in a suspected subsidence area (see below).
 AV0716  ___________________________________________________________________
 AV0716  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0716  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0716 ** and geoid heights are valid at the date of observation. These heights
 AV0716 ** must always be validated when used as control.
 AV0716 ** The orthometric height has not been validated since last determined
 AV0716 ** by differential leveling and should not be used for control purposes.
 AV0716 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0716 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0716 ** epoch indicated which incorporates improved geoid heights for the
 AV0716 ** Southern Louisiana Subsidence area.
 AV0716 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0779  **This station is located in a suspected subsidence area (see below).
 AV0779  ___________________________________________________________________
 AV0779  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AV0779  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0779 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0779 ** and geoid heights are valid at the date of observation. These heights
 AV0779 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0760  **This station is located in a suspected subsidence area (see below).
 AV0760  ___________________________________________________________________
 AV0760  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AV0760  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0760 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0760 ** and geoid heights are valid at the date of observation. These heights
 AV0760 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3076  **This station is located in a suspected subsidence area (see below).
 BK3076  ___________________________________________________________________
 BK3076  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BK3076  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3076 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3076 ** and geoid heights are valid at the date of observation. These heights
 BK3076 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 40 27.99907(N)    090 43 59.78205(W)     ADJUSTED  
 AH6430* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6430  **This station is located in a suspected subsidence area (see below).
 AH6430  ___________________________________________________________________
 AH6430  EPOCH DATE  -        2002.00
 AH6430  X           -     -70,978.364 (meters)                     COMP
 AH6430  Y           -  -5,545,737.809 (meters)                     COMP
 AH6430  Z           -   3,139,058.534 (meters)                     COMP
 AH6430  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6430  ELLIP HEIGHT-         -22.593 (meters)          (02/10/07) ADJUSTED
 AH6430  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 AH6430
 AH6430  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6430  Type    PID    Designation                      North   East  Ellip
 AH6430  -------------------------------------------------------------------
 AH6430  NETWORK AH6430 CEB 01                            1.25   1.20   2.96
 AH6430  -------------------------------------------------------------------
 AH6430
 AH6430.The horizontal coordinates were established by GPS observations
 AH6430.and adjusted by the National Geodetic Survey in February 2007.
 AH6430
 AH6430.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6430.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6430.The horizontal coordinates are valid at the epoch date displayed above.
 AH6430.The epoch date for horizontal control is a decimal equivalence
 AH6430.of Year/Month/Day.
 AH6430
 AH6430.The orthometric height was determined by GPS observations and a
 AH6430.high-resolution geoid model.
 AH6430 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6430 ** and geoid heights are valid at the date of observation. These heights
 AH6430 ** must always be validated when used as control.
 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 more information.
 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
 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     -   130,333.210 1,058,082.011   MT  0.99994187   +0 18 00.1
 AH6430;SPC LA S     -   427,601.54  3,471,390.73   sFT  0.99994187   +0 18 00.1
 AH6430;UTM  15      - 3,284,860.918   719,360.028   MT  1.00019375   +1 07 21.5
 AH6430
 AH6430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6430!SPC LA S     -   1.00000355  x   0.99994187  =   0.99994542
 AH6430!UTM  15      -   1.00000355  x   1.00019375  =   1.00019730
 AH6430
 AH6430|---------------------------------------------------------------------|
 AH6430| PID    Reference Object                     Distance      Geod. Az  |
 AH6430|                                                           dddmmss.s |
 AH6430| AH6436 BBLUB 19                            364.449 METERS 28128     |
 AH6430|---------------------------------------------------------------------|
 AH6430
 AH6430                          SUPERSEDED SURVEY CONTROL
 AH6430
 AH6430  ELLIP H (02/21/02)  -22.573  (m)                       GP(       ) 5 1
 AH6430  NAD 83(1992)-  29 40 27.99895(N)    090 43 59.78104(W) AD(       ) 1
 AH6430  ELLIP H (12/17/98)  -22.553  (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 = MARCH 13, 2009
 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(2007)-  29 40 10.34933(N)    090 44 16.78606(W)     ADJUSTED  
 AH6435* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6435  **This station is located in a suspected subsidence area (see below).
 AH6435  ___________________________________________________________________
 AH6435  EPOCH DATE  -        2002.00
 AH6435  X           -     -71,438.991 (meters)                     COMP
 AH6435  Y           -  -5,545,999.719 (meters)                     COMP
 AH6435  Z           -   3,138,585.650 (meters)                     COMP
 AH6435  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6435  ELLIP HEIGHT-         -24.000 (meters)          (02/10/07) ADJUSTED
 AH6435  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 AH6435
 AH6435  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6435  Type    PID    Designation                      North   East  Ellip
 AH6435  -------------------------------------------------------------------
 AH6435  NETWORK AH6435 CEB 02                            1.20   1.29   2.90
 AH6435  -------------------------------------------------------------------
 AH6435
 AH6435.The horizontal coordinates were established by GPS observations
 AH6435.and adjusted by the National Geodetic Survey in February 2007.
 AH6435
 AH6435.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6435.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6435.The horizontal coordinates are valid at the epoch date displayed above.
 AH6435.The epoch date for horizontal control is a decimal equivalence
 AH6435.of Year/Month/Day.
 AH6435
 AH6435.The orthometric height was determined by GPS observations and a
 AH6435.high-resolution geoid model.
 AH6435 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6435 ** and geoid heights are valid at the date of observation. These heights
 AH6435 ** must always be validated when used as control.
 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 more information.
 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
 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     -   129,787.414 1,057,627.650   MT  0.99994236   +0 17 51.6
 AH6435;SPC LA S     -   425,810.87  3,469,900.05   sFT  0.99994236   +0 17 51.6
 AH6435;UTM  15      - 3,284,308.518   718,913.437   MT  1.00019134   +1 07 12.5
 AH6435
 AH6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6435!SPC LA S     -   1.00000377  x   0.99994236  =   0.99994613
 AH6435!UTM  15      -   1.00000377  x   1.00019134  =   1.00019511
 AH6435
 AH6435                          SUPERSEDED SURVEY CONTROL
 AH6435
 AH6435  ELLIP H (02/21/02)  -23.964  (m)                       GP(       ) 5 1
 AH6435  NAD 83(1992)-  29 40 10.34907(N)    090 44 16.78479(W) AD(       ) 1
 AH6435  ELLIP H (12/17/98)  -23.952  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5185  **This station is located in a suspected subsidence area (see below).
 BJ5185  ___________________________________________________________________
 BJ5185  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5185  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 26 31.78871(N)    093 45 26.67120(W)     ADJUSTED  
 CQ3434* NAVD 88     -        68.7    (meters)     225.     (feet)  VERTCON   
 CQ3434  ___________________________________________________________________
 CQ3434  EPOCH DATE  -        2002.00
 CQ3434  X           -    -353,084.051 (meters)                     COMP
 CQ3434  Y           -  -5,376,369.345 (meters)                     COMP
 CQ3434  Z           -   3,401,934.889 (meters)                     COMP
 CQ3434  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CQ3434  ELLIP HEIGHT-          42.476 (meters)          (02/10/07) ADJUSTED
 CQ3434  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 CQ3434
 CQ3434  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3434  Type    PID    Designation                      North   East  Ellip
 CQ3434  -------------------------------------------------------------------
 CQ3434  NETWORK CQ3434 CEDAR                             2.47   4.02   5.19
 CQ3434  -------------------------------------------------------------------
 CQ3434
 CQ3434.The horizontal coordinates were established by GPS observations
 CQ3434.and adjusted by the National Geodetic Survey in February 2007.
 CQ3434
 CQ3434.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3434.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3434.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3434.The epoch date for horizontal control is a decimal equivalence
 CQ3434.of Year/Month/Day.
 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     -   216,026.806   881,765.034   MT  0.99995651   -0 39 53.3
 CQ3434;SPC LA N     -   708,747.95  2,892,924.12   sFT  0.99995651   -0 39 53.3
 CQ3434;UTM  15      - 3,589,700.352   428,803.271   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  ELLIP H (06/26/02)   42.468  (m)                       GP(       ) 4 2
 CQ3434  NAD 83(1992)-  32 26 31.78851(N)    093 45 26.67149(W) AD(       ) 1
 CQ3434  NAD 83(1992)-  32 26 31.78851(N)    093 45 26.67149(W) AD(       ) 1
 CQ3434  ELLIP H (01/21/93)   42.579  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2791  **This station is located in a suspected subsidence area (see below).
 BH2791  ___________________________________________________________________
 BH2791  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BH2791  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BH2791 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2791 ** and geoid heights are valid at the date of observation. These heights
 BH2791 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1302  **This station is located in a suspected subsidence area (see below).
 AT1302  ___________________________________________________________________
 AT1302  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AT1302  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1302 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1302 ** and geoid heights are valid at the date of observation. These heights
 AT1302 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1178  **This station is located in a suspected subsidence area (see below).
 AT1178  ___________________________________________________________________
 AT1178  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AT1178  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1178 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1178 ** and geoid heights are valid at the date of observation. These heights
 AT1178 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BX3192* NAVD 88     -        23.     (meters)      75.     (feet)  VERTCON   
 BX3192  ___________________________________________________________________
 BX3192  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BX3192  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BX3189* NAVD 88     -        24.     (meters)      79.     (feet)  VERTCON   
 BX3189  ___________________________________________________________________
 BX3189  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BX3189  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2414  **This station is located in a suspected subsidence area (see below).
 AU2414  ___________________________________________________________________
 AU2414  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2414  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4473  **This station is located in a suspected subsidence area (see below).
 BJ4473  ___________________________________________________________________
 BJ4473  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4473  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4474  **This station is located in a suspected subsidence area (see below).
 BJ4474  ___________________________________________________________________
 BJ4474  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4474  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5254  **This station is located in a suspected subsidence area (see below).
 BJ5254  ___________________________________________________________________
 BJ5254  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BJ5254  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4472  **This station is located in a suspected subsidence area (see below).
 BJ4472  ___________________________________________________________________
 BJ4472  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BJ4472  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4481  **This station is located in a suspected subsidence area (see below).
 BJ4481  ___________________________________________________________________
 BJ4481  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4481  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 42 23.74164(N)    090 54 37.59357(W)     ADJUSTED  
 AU3254* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3254  **This station is located in a suspected subsidence area (see below).
 AU3254  ___________________________________________________________________
 AU3254  EPOCH DATE  -        2002.00
 AU3254  X           -     -88,098.461 (meters)                     COMP
 AU3254  Y           -  -5,543,726.533 (meters)                     COMP
 AU3254  Z           -   3,142,154.288 (meters)                     COMP
 AU3254  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3254  ELLIP HEIGHT-         -22.939 (meters)          (02/10/07) ADJUSTED
 AU3254  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3254
 AU3254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3254  Type    PID    Designation                      North   East  Ellip
 AU3254  -------------------------------------------------------------------
 AU3254  NETWORK AU3254 CHACABOULA                        0.92   0.94   2.10
 AU3254  -------------------------------------------------------------------
 AU3254
 AU3254.The horizontal coordinates were established by GPS observations
 AU3254.and adjusted by the National Geodetic Survey in February 2007.
 AU3254
 AU3254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3254.The horizontal coordinates are valid at the epoch date displayed above.
 AU3254.The epoch date for horizontal control is a decimal equivalence
 AU3254.of Year/Month/Day.
 AU3254
 AU3254.The orthometric height was determined by GPS observations and a
 AU3254.high-resolution geoid model.
 AU3254 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3254 ** and geoid heights are valid at the date of observation. These heights
 AU3254 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,820.245 1,040,920.047   MT  0.99993885   +0 12 41.2
 AU3254;SPC LA S     -   439,041.92  3,415,085.19   sFT  0.99993885   +0 12 41.2
 AU3254;UTM  15      - 3,288,101.606   702,146.139   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 12.6
 AU3254:UTM  15      -  CHACAHOULA AZ MK                         228 39 44.7
 AU3254
 AU3254|---------------------------------------------------------------------|
 AU3254| PID    Reference Object                     Distance      Geod. Az  |
 AU3254|                                                           dddmmss.s |
 AU3254| AH6516 CHACAHOULA AZ MK                    412.495 METERS 2294153.8 |
 AU3254|---------------------------------------------------------------------|
 AU3254
 AU3254                          SUPERSEDED SURVEY CONTROL
 AU3254
 AU3254  ELLIP H (02/21/02)  -22.911  (m)                       GP(       ) 5 1
 AU3254  NAD 83(1992)-  29 42 23.74088(N)    090 54 37.59246(W) AD(       ) 1
 AU3254  ELLIP H (01/21/93)  -22.904  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3187  **This station is located in a suspected subsidence area (see below).
 AU3187  ___________________________________________________________________
 AU3187  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU3187  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3187 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3187 ** and geoid heights are valid at the date of observation. These heights
 AU3187 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 42 15.07639(N)    090 54 49.29665(W)     ADJUSTED  
 AH6516* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6516  **This station is located in a suspected subsidence area (see below).
 AH6516  ___________________________________________________________________
 AH6516  EPOCH DATE  -        2002.00
 AH6516  X           -     -88,415.088 (meters)                     COMP
 AH6516  Y           -  -5,543,852.364 (meters)                     COMP
 AH6516  Z           -   3,141,921.765 (meters)                     COMP
 AH6516  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6516  ELLIP HEIGHT-         -24.505 (meters)          (02/10/07) ADJUSTED
 AH6516  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AH6516
 AH6516  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6516  Type    PID    Designation                      North   East  Ellip
 AH6516  -------------------------------------------------------------------
 AH6516  NETWORK AH6516 CHACAHOULA AZ MK                  1.23   1.65   2.98
 AH6516  -------------------------------------------------------------------
 AH6516
 AH6516.The horizontal coordinates were established by GPS observations
 AH6516.and adjusted by the National Geodetic Survey in February 2007.
 AH6516
 AH6516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6516.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6516.The horizontal coordinates are valid at the epoch date displayed above.
 AH6516.The epoch date for horizontal control is a decimal equivalence
 AH6516.of Year/Month/Day.
 AH6516
 AH6516.The orthometric height was determined by GPS observations and a
 AH6516.high-resolution geoid model.
 AH6516 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6516 ** and geoid heights are valid at the date of observation. These heights
 AH6516 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,552.295 1,040,606.464   MT  0.99993907   +0 12 35.4
 AH6516;SPC LA S     -   438,162.82  3,414,056.37   sFT  0.99993907   +0 12 35.4
 AH6516;UTM  15      - 3,287,829.128   701,836.392   MT  1.00010267   +1 02 03.0
 AH6516
 AH6516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6516!SPC LA S     -   1.00000385  x   0.99993907  =   0.99994292
 AH6516!UTM  15      -   1.00000385  x   1.00010267  =   1.00010652
 AH6516
 AH6516:                Primary Azimuth Mark                     Grid Az
 AH6516:SPC LA S     -  CHACABOULA                               049 29 12.6
 AH6516:UTM  15      -  CHACABOULA                               048 39 45.0
 AH6516
 AH6516|---------------------------------------------------------------------|
 AH6516| PID    Reference Object                     Distance      Geod. Az  |
 AH6516|                                                           dddmmss.s |
 AH6516| AU3254 CHACABOULA                          412.495 METERS 0494148.0 |
 AH6516|---------------------------------------------------------------------|
 AH6516
 AH6516                          SUPERSEDED SURVEY CONTROL
 AH6516
 AH6516  ELLIP H (02/21/02)  -24.480  (m)                       GP(       ) 5 1
 AH6516  NAD 83(1992)-  29 42 15.07571(N)    090 54 49.29550(W) AD(       ) 1
 AH6516  ELLIP H (12/17/98)  -24.476  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3192  **This station is located in a suspected subsidence area (see below).
 AU3192  ___________________________________________________________________
 AU3192  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AU3192  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3192 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3192 ** and geoid heights are valid at the date of observation. These heights
 AU3192 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3202  **This station is located in a suspected subsidence area (see below).
 AU3202  ___________________________________________________________________
 AU3202  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AU3202  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1139  **This station is located in a suspected subsidence area (see below).
 AT1139  ___________________________________________________________________
 AT1139  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AT1139  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1139 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1139 ** and geoid heights are valid at the date of observation. These heights
 AT1139 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1368  **This station is located in a suspected subsidence area (see below).
 AT1368  ___________________________________________________________________
 AT1368  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1368  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1368 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1368 ** and geoid heights are valid at the date of observation. These heights
 AT1368 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1369  **This station is located in a suspected subsidence area (see below).
 AT1369  ___________________________________________________________________
 AT1369  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1369  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1369 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1369 ** and geoid heights are valid at the date of observation. These heights
 AT1369 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1404  **This station is located in a suspected 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 was scaled from a topographic map.
 AT1404 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1404 ** and geoid heights are valid at the date of observation. These heights
 AT1404 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1406  **This station is located in a suspected 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 was scaled from a topographic map.
 AT1406 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1406 ** and geoid heights are valid at the date of observation. These heights
 AT1406 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1365  **This station is located in a suspected subsidence area (see below).
 AT1365  ___________________________________________________________________
 AT1365  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AT1365  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1371  **This station is located in a suspected subsidence area (see below).
 AT1371  ___________________________________________________________________
 AT1371  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1371  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0289  **This station is located in a suspected 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 was scaled from a topographic map.
 AT0289 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0289 ** and geoid heights are valid at the date of observation. These heights
 AT0289 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1364  **This station is located in a suspected subsidence area (see below).
 AT1364  ___________________________________________________________________
 AT1364  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AT1364  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1363  **This station is located in a suspected subsidence area (see below).
 AT1363  ___________________________________________________________________
 AT1363  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT1363  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1363 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1363 ** and geoid heights are valid at the date of observation. These heights
 AT1363 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1367  **This station is located in a suspected subsidence area (see below).
 AT1367  ___________________________________________________________________
 AT1367  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AT1367  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1384  **This station is located in a suspected subsidence area (see below).
 AT1384  ___________________________________________________________________
 AT1384  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1384  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1366  **This station is located in a suspected subsidence area (see below).
 AT1366  ___________________________________________________________________
 AT1366  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AT1366  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2933  **This station is located in a suspected subsidence area (see below).
 AU2933  ___________________________________________________________________
 AU2933  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AU2933  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2933 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2933 ** and geoid heights are valid at the date of observation. These heights
 AU2933 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1220  **This station is located in a suspected subsidence area (see below).
 AT1220  ___________________________________________________________________
 AT1220  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AT1220  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1220 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1220 ** and geoid heights are valid at the date of observation. These heights
 AT1220 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2625  **This station is located in a suspected subsidence area (see below).
 AU2625  ___________________________________________________________________
 AU2625  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2625  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2625 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2625 ** and geoid heights are valid at the date of observation. These heights
 AU2625 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2628  **This station is located in a suspected subsidence area (see below).
 AU2628  ___________________________________________________________________
 AU2628  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU2628  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2628 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2628 ** and geoid heights are valid at the date of observation. These heights
 AU2628 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0814  **This station is located in a suspected subsidence area (see below).
 AV0814  ___________________________________________________________________
 AV0814  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0814  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0814 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0814 ** and geoid heights are valid at the date of observation. These heights
 AV0814 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0879  **This station is located in a suspected subsidence area (see below).
 AT0879  ___________________________________________________________________
 AT0879  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT0879  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0879 ** and geoid heights are valid at the date of observation. These heights
 AT0879 ** must always be validated when used as control.
 AT0879 ** The orthometric height has not been validated since last determined
 AT0879 ** by differential leveling and should not be used for control purposes.
 AT0879 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0879 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0879 ** epoch indicated which incorporates improved geoid heights for the
 AT0879 ** Southern Louisiana Subsidence area.
 AT0879 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2338  **This station is located in a suspected subsidence area (see below).
 BH2338  ___________________________________________________________________
 BH2338  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2338  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2338 ** and geoid heights are valid at the date of observation. These heights
 BH2338 ** must always be validated when used as control.
 BH2338 ** The orthometric height has not been validated since last determined
 BH2338 ** by differential leveling and should not be used for control purposes.
 BH2338 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2338 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2338 ** epoch indicated which incorporates improved geoid heights for the
 BH2338 ** Southern Louisiana Subsidence area.
 BH2338 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2339  **This station is located in a suspected subsidence area (see below).
 BH2339  ___________________________________________________________________
 BH2339  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BH2339  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2339 ** and geoid heights are valid at the date of observation. These heights
 BH2339 ** must always be validated when used as control.
 BH2339 ** The orthometric height has not been validated since last determined
 BH2339 ** by differential leveling and should not be used for control purposes.
 BH2339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2339 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2339 ** epoch indicated which incorporates improved geoid heights for the
 BH2339 ** Southern Louisiana Subsidence area.
 BH2339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4653  **This station is located in a suspected subsidence area (see below).
 BJ4653  ___________________________________________________________________
 BJ4653  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4653  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4653 ** and geoid heights are valid at the date of observation. These heights
 BJ4653 ** must always be validated when used as control.
 BJ4653 ** The orthometric height has not been validated since last determined
 BJ4653 ** by differential leveling and should not be used for control purposes.
 BJ4653 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4653 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4653 ** epoch indicated which incorporates improved geoid heights for the
 BJ4653 ** Southern Louisiana Subsidence area.
 BJ4653 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0159  **This station is located in a suspected subsidence area (see below).
 AV0159  ___________________________________________________________________
 AV0159  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AV0159  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0159 ** and geoid heights are valid at the date of observation. These heights
 AV0159 ** must always be validated when used as control.
 AV0159 ** The orthometric height has not been validated since last determined
 AV0159 ** by differential leveling and should not be used for control purposes.
 AV0159 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0159 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0159 ** epoch indicated which incorporates improved geoid heights for the
 AV0159 ** Southern Louisiana Subsidence area.
 AV0159 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0937  **This station is located in a suspected subsidence area (see below).
 AT0937  ___________________________________________________________________
 AT0937  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AT0937  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0937 ** and geoid heights are valid at the date of observation. These heights
 AT0937 ** must always be validated when used as control.
 AT0937 ** The orthometric height has not been validated since last determined
 AT0937 ** by differential leveling and should not be used for control purposes.
 AT0937 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0937 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0937 ** epoch indicated which incorporates improved geoid heights for the
 AT0937 ** Southern Louisiana Subsidence area.
 AT0937 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  29 53 13.99394(N)    091 31 18.67782(W)     ADJUSTED  
 AU0017* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0017  **This station is located in a suspected subsidence area (see below).
 AU0017  ___________________________________________________________________
 AU0017  EPOCH DATE  -        2002.00
 AU0017  X           -    -146,986.076 (meters)                     COMP
 AU0017  Y           -  -5,532,525.417 (meters)                     COMP
 AU0017  Z           -   3,159,529.671 (meters)                     COMP
 AU0017  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU0017  ELLIP HEIGHT-         -22.211 (meters)          (02/10/07) ADJUSTED
 AU0017  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AU0017  DYNAMIC HT  -           4.2   (meters)      14.    (feet)  COMP
 AU0017
 AU0017  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0017  Type    PID    Designation                      North   East  Ellip
 AU0017  -------------------------------------------------------------------
 AU0017  NETWORK AU0017 CHARENTON RESET                   1.06   1.02   1.88
 AU0017  -------------------------------------------------------------------
 AU0017  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 AU0017
 AU0017  VERT ORDER  -  THIRD (See Below)
 AU0017
 AU0017.The horizontal coordinates were established by GPS observations
 AU0017.and adjusted by the National Geodetic Survey in February 2007.
 AU0017
 AU0017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0017.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0017.The horizontal coordinates are valid at the epoch date displayed above.
 AU0017.The epoch date for horizontal control is a decimal equivalence
 AU0017.of Year/Month/Day.
 AU0017
 AU0017.The orthometric height was scaled from a topographic map.
 AU0017 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0017 ** and geoid heights are valid at the date of observation. These heights
 AU0017 ** must always be validated when used as control.
 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 more information.
 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 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     -   153,780.540   981,791.043   MT  0.99992770   -0 05 39.3
 AU0017;SPC LA S     -   504,528.32  3,221,092.78   sFT  0.99992770   -0 05 39.3
 AU0017;UTM  15      - 3,307,206.142   642,732.623   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 39.0
 AU0017:UTM  15      -  CHARENTON RM 1                           017 13 47.7
 AU0017
 AU0017|---------------------------------------------------------------------|
 AU0017| PID    Reference Object                     Distance      Geod. Az  |
 AU0017|                                                           dddmmss.s |
 AU0017| AU1675 CHARENTON RM 1                                     0175759.7 |
 AU0017| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX. 8.1 KM 1264204.9 |
 AU0017| AU0041 CHARENTON RM 3                       10.982 METERS 14913     |
 AU0017| AU2411 FRANKLIN STERLING MILL TANK         APPROX. 9.6 KM 1625744.5 |
 AU0017| AU2410 FRANKLIN CH DOME TIP OF STATUE      APPROX.10.8 KM 1684237.0 |
 AU0017| AU2528 BALDWIN CATHOLIC CH E DOME          APPROX. 6.2 KM 2051718.4 |
 AU0017| AU2529 BALDWIN CATHOLIC CH W DOME          APPROX. 6.2 KM 2052055.1 |
 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 2591612.3 |
 AU0017| AU2533 JEANERETTE MUNICIPAL TANK           APPROX.14.0 KM 2813914.7 |
 AU0017| AU2532 JEANERETTE ST PETERS CATH CH        APPROX.14.7 KM 2823303.2 |
 AU0017| AU2538 JEANERETTE SAW MILL TK              APPROX.14.3 KM 2830659.2 |
 AU0017|---------------------------------------------------------------------|
 AU0017
 AU0017                          SUPERSEDED SURVEY CONTROL
 AU0017
 AU0017  ELLIP H (02/20/02)  -22.239  (m)                       GP(       ) 4 1
 AU0017  NAD 83(1992)-  29 53 13.99355(N)    091 31 18.67582(W) AD(       ) 1
 AU0017  ELLIP H (07/31/00)  -22.213  (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)  -22.218  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1583  **This station is located in a suspected 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 was scaled from a topographic map.
 BK1583 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1583 ** and geoid heights are valid at the date of observation. These heights
 BK1583 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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(2007)-  29 23 05.46628(N)    090 28 57.90482(W)     NO CHECK  
 AH6382* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6382  **This station is located in a suspected subsidence area (see below).
 AH6382  ___________________________________________________________________
 AH6382  EPOCH DATE  -        2002.00
 AH6382  X           -     -46,862.732 (meters)                     COMP
 AH6382  Y           -  -5,561,814.090 (meters)                     COMP
 AH6382  Z           -   3,111,127.780 (meters)                     COMP
 AH6382  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH6382  ELLIP HEIGHT-         -24.366 (meters)          (02/10/07) NO CHECK
 AH6382  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 AH6382
 AH6382  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6382  Type    PID    Designation                      North   East  Ellip
 AH6382  -------------------------------------------------------------------
 AH6382  NETWORK AH6382 CHARLES                           1.86   1.84   4.86
 AH6382  -------------------------------------------------------------------
 AH6382
 AH6382.The horizontal coordinates were established by GPS observations
 AH6382.and adjusted by the National Geodetic Survey in February 2007.
 AH6382
 AH6382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6382.No horizontal observational check was made to the station.
 AH6382.The horizontal coordinates are valid at the epoch date displayed above.
 AH6382.The epoch date for horizontal control is a decimal equivalence
 AH6382.of Year/Month/Day.
 AH6382
 AH6382.The orthometric height was determined by GPS observations and a
 AH6382.high-resolution geoid model.
 AH6382 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6382 ** and geoid heights are valid at the date of observation. These heights
 AH6382 ** must always be validated when used as control.
 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 more information.
 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
 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     -    98,389.110 1,082,568.763   MT  0.99998312   +0 25 31.1
 AH6382;SPC LA S     -   322,798.27  3,551,727.68   sFT  0.99998312   +0 25 31.1
 AH6382;UTM  15      - 3,253,259.507   744,307.188   MT  1.00033654   +1 14 08.7
 AH6382
 AH6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6382!SPC LA S     -   1.00000383  x   0.99998312  =   0.99998695
 AH6382!UTM  15      -   1.00000383  x   1.00033654  =   1.00034037
 AH6382
 AH6382                          SUPERSEDED SURVEY CONTROL
 AH6382
 AH6382  ELLIP H (02/21/02)  -24.335  (m)                       GP(       ) 5 1
 AH6382  NAD 83(1992)-  29 23 05.46647(N)    090 28 57.90372(W) AD(       ) 1
 AH6382  ELLIP H (12/17/98)  -24.322  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1393  **This station is located in a suspected subsidence area (see below).
 AT1393  ___________________________________________________________________
 AT1393  X           -       8,394.183 (meters)                     COMP
 AT1393  Y           -  -5,533,884.241 (meters)                     COMP
 AT1393  Z           -   3,160,554.988 (meters)                     COMP
 AT1393  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1393  ELLIP HEIGHT-         -20.126 (meters)          (01/21/03) ADJUSTED
 AT1393  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1393 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1393 ** and geoid heights are valid at the date of observation. These heights
 AT1393 ** must always be validated when used as control.
 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 more information.
 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
 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)  -20.108  (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     3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT1394* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT1394  **This station is located in a suspected subsidence area (see below).
 AT1394  ___________________________________________________________________
 AT1394  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1394  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1394 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1394 ** and geoid heights are valid at the date of observation. These heights
 AT1394 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0788  **This station is located in a suspected subsidence area (see below).
 AV0788  ___________________________________________________________________
 AV0788  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AV0788  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0788 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0788 ** and geoid heights are valid at the date of observation. These heights
 AV0788 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3005  ___________________________________________________________________
 CP3005  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CP3005  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1348  **This station is located in a suspected subsidence area (see below).
 AT1348  ___________________________________________________________________
 AT1348  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT1348  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1348 ** and geoid heights are valid at the date of observation. These heights
 AT1348 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2650  **This station is located in a suspected subsidence area (see below).
 BK2650  ___________________________________________________________________
 BK2650  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2650  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2650 ** and geoid heights are valid at the date of observation. These heights
 BK2650 ** must always be validated when used as control.
 BK2650 ** The orthometric height has not been validated since last determined
 BK2650 ** by differential leveling and should not be used for control purposes.
 BK2650 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2650 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2650 ** epoch indicated which incorporates improved geoid heights for the
 BK2650 ** Southern Louisiana Subsidence area.
 BK2650 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2653  **This station is located in a suspected subsidence area (see below).
 BK2653  ___________________________________________________________________
 BK2653  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK2653  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2653 ** and geoid heights are valid at the date of observation. These heights
 BK2653 ** must always be validated when used as control.
 BK2653 ** The orthometric height has not been validated since last determined
 BK2653 ** by differential leveling and should not be used for control purposes.
 BK2653 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2653 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2653 ** epoch indicated which incorporates improved geoid heights for the
 BK2653 ** Southern Louisiana Subsidence area.
 BK2653 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2814  ___________________________________________________________________
 CQ2814  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CQ2814  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2816  ___________________________________________________________________
 CQ2816  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CQ2816  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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           -  -5,392,786.140 (meters)                     COMP
 CQ3449  Z           -   3,386,436.506 (meters)                     COMP
 CQ3449  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CQ3449  ELLIP HEIGHT-          65.458 (meters)          (01/02/04) ADJUSTED
 CQ3449  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 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)   65.528  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 34 16.80378(N)    090 35 40.06641(W)     ADJUSTED  
 AU3155* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3155  **This station is located in a suspected subsidence area (see below).
 AU3155  ___________________________________________________________________
 AU3155  EPOCH DATE  -        2002.00
 AU3155  X           -     -57,601.168 (meters)                     COMP
 AU3155  Y           -  -5,551,541.506 (meters)                     COMP
 AU3155  Z           -   3,129,122.494 (meters)                     COMP
 AU3155  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU3155  ELLIP HEIGHT-         -23.801 (meters)          (02/10/07) ADJUSTED
 AU3155  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AU3155
 AU3155  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3155  Type    PID    Designation                      North   East  Ellip
 AU3155  -------------------------------------------------------------------
 AU3155  NETWORK AU3155 CHAUVIN                           1.25   1.35   2.88
 AU3155  -------------------------------------------------------------------
 AU3155
 AU3155.The horizontal coordinates were established by GPS observations
 AU3155.and adjusted by the National Geodetic Survey in February 2007.
 AU3155
 AU3155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3155.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3155.The horizontal coordinates are valid at the epoch date displayed above.
 AU3155.The epoch date for horizontal control is a decimal equivalence
 AU3155.of Year/Month/Day.
 AU3155
 AU3155.The orthometric height was determined by GPS observations and a
 AU3155.high-resolution geoid model.
 AU3155 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3155 ** and geoid heights are valid at the date of observation. These heights
 AU3155 ** must always be validated when used as control.
 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 more information.
 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
 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     -   118,983.224 1,071,591.442   MT  0.99995366   +0 22 10.0
 AU3155;SPC LA S     -   390,364.13  3,515,712.92   sFT  0.99995366   +0 22 10.0
 AU3155;UTM  15      - 3,273,702.371   733,034.480   MT  1.00027011   +1 11 15.7
 AU3155
 AU3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3155!SPC LA S     -   1.00000374  x   0.99995366  =   0.99995740
 AU3155!UTM  15      -   1.00000374  x   1.00027011  =   1.00027385
 AU3155
 AU3155:                Primary Azimuth Mark                     Grid Az
 AU3155:SPC LA S     -  MATHEWS SOUTH COAST CORP TANK            019 18 52.1
 AU3155:UTM  15      -  MATHEWS SOUTH COAST CORP TANK            018 29 46.4
 AU3155
 AU3155|---------------------------------------------------------------------|
 AU3155| PID    Reference Object                     Distance      Geod. Az  |
 AU3155|                                                           dddmmss.s |
 AU3155| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX.14.6 KM 0194102.1 |
 AU3155| AU3140 LOCKPORT MUNICIPAL TANK             APPROX.10.0 KM 0331052.7 |
 AU3155| AH6384 CHAUVIN AZ MK                       404.596 METERS 0375740.4 |
 AU3155| AU3154 IW STA PT 2871 PLUS 37.0 1934        26.140 METERS 07254     |
 AU3155| AU3153 IW STA PC 2871 PLUS 72.9 1934        22.929 METERS 09739     |
 AU3155| AU3020 MONTEGUT WATER TANK                 APPROX.10.9 KM 1603558.0 |
 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 2793815.8 |
 AU3155| DD6522 CHAUVIN AZ MK                                      2891443.7 |
 AU3155|---------------------------------------------------------------------|
 AU3155
 AU3155                          SUPERSEDED SURVEY CONTROL
 AU3155
 AU3155  ELLIP H (02/21/02)  -23.777  (m)                       GP(       ) 5 1
 AU3155  NAD 83(1992)-  29 34 16.80416(N)    090 35 40.06547(W) AD(       ) 1
 AU3155  ELLIP H (12/17/98)  -23.728  (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: 15RYN3303473702(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 = MARCH 13, 2009
 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(2007)-  29 34 27.16389(N)    090 35 30.81974(W)     NO CHECK  
 AH6384* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6384  **This station is located in a suspected subsidence area (see below).
 AH6384  ___________________________________________________________________
 AH6384  EPOCH DATE  -        2002.00
 AH6384  X           -     -57,350.664 (meters)                     COMP
 AH6384  Y           -  -5,551,385.962 (meters)                     COMP
 AH6384  Z           -   3,129,399.533 (meters)                     COMP
 AH6384  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AH6384  ELLIP HEIGHT-         -24.604 (meters)          (02/10/07) NO CHECK
 AH6384  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6384
 AH6384  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6384  Type    PID    Designation                      North   East  Ellip
 AH6384  -------------------------------------------------------------------
 AH6384  NETWORK AH6384 CHAUVIN AZ MK                     2.23   1.90   4.16
 AH6384  -------------------------------------------------------------------
 AH6384
 AH6384.The horizontal coordinates were established by GPS observations
 AH6384.and adjusted by the National Geodetic Survey in February 2007.
 AH6384
 AH6384.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6384.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6384.No horizontal observational check was made to the station.
 AH6384.The horizontal coordinates are valid at the epoch date displayed above.
 AH6384.The epoch date for horizontal control is a decimal equivalence
 AH6384.of Year/Month/Day.
 AH6384
 AH6384.The orthometric height was determined by GPS observations and a
 AH6384.high-resolution geoid model.
 AH6384 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6384 ** and geoid heights are valid at the date of observation. These heights
 AH6384 ** must always be validated when used as control.
 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 more information.
 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
 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     -   119,303.801 1,071,838.247   MT  0.99995329   +0 22 14.6
 AH6384;SPC LA S     -   391,415.89  3,516,522.65   sFT  0.99995329   +0 22 14.6
 AH6384;UTM  15      - 3,274,026.543   733,276.758   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  =   1.00027537
 AH6384
 AH6384:                Primary Azimuth Mark                     Grid Az
 AH6384:SPC LA S     -  CHAUVIN                                  217 35 30.3
 AH6384:UTM  15      -  CHAUVIN                                  216 46 24.3
 AH6384
 AH6384|---------------------------------------------------------------------|
 AH6384| PID    Reference Object                     Distance      Geod. Az  |
 AH6384|                                                           dddmmss.s |
 AH6384| AU3155 CHAUVIN                             404.596 METERS 2175744.9 |
 AH6384|---------------------------------------------------------------------|
 AH6384
 AH6384                          SUPERSEDED SURVEY CONTROL
 AH6384
 AH6384  ELLIP H (02/21/02)  -24.581  (m)                       GP(       ) 5 1
 AH6384  NAD 83(1992)-  29 34 27.16427(N)    090 35 30.81881(W) AD(       ) 1
 AH6384  ELLIP H (12/17/98)  -24.531  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2815  **This station is located in a suspected subsidence area (see below).
 BH2815  ___________________________________________________________________
 BH2815  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BH2815  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  32 07 12.75971(N)    093 36 27.98995(W)     ADJUSTED  
 CQ3436* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 CQ3436  ___________________________________________________________________
 CQ3436  EPOCH DATE  -        2002.00
 CQ3436  X           -    -340,240.869 (meters)                     COMP
 CQ3436  Y           -  -5,396,288.449 (meters)                     COMP
 CQ3436  Z           -   3,371,741.938 (meters)                     COMP
 CQ3436  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CQ3436  ELLIP HEIGHT-          25.369 (meters)          (02/10/07) ADJUSTED
 CQ3436  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 CQ3436
 CQ3436  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3436  Type    PID    Designation                      North   East  Ellip
 CQ3436  -------------------------------------------------------------------
 CQ3436  NETWORK CQ3436 CHEMARD                           3.25   5.41   6.35
 CQ3436  -------------------------------------------------------------------
 CQ3436
 CQ3436.The horizontal coordinates were established by GPS observations
 CQ3436.and adjusted by the National Geodetic Survey in February 2007.
 CQ3436
 CQ3436.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3436.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3436.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3436.The epoch date for horizontal control is a decimal equivalence
 CQ3436.of Year/Month/Day.
 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     -   180,175.538   895,469.747   MT  0.99992096   -0 35 08.5
 CQ3436;SPC LA N     -   591,125.91  2,937,886.99   sFT  0.99992096   -0 35 08.5
 CQ3436;UTM  15      - 3,553,921.990   442,666.959   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 (06/26/02)   25.361  (m)                       GP(       ) 4 2
 CQ3436  NAD 83(1992)-  32 07 12.75907(N)    093 36 27.98975(W) AD(       ) 1
 CQ3436  ELLIP H (01/21/93)   25.459  (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     3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4852  **This station is located in a suspected subsidence area (see below).
 BJ4852  ___________________________________________________________________
 BJ4852  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ4852  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4852 ** and geoid heights are valid at the date of observation. These heights
 BJ4852 ** must always be validated when used as control.
 BJ4852 ** The orthometric height has not been validated since last determined
 BJ4852 ** by differential leveling and should not be used for control purposes.
 BJ4852 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4852 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4852 ** epoch indicated which incorporates improved geoid heights for the
 BJ4852 ** Southern Louisiana Subsidence area.
 BJ4852 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4853  **This station is located in a suspected subsidence area (see below).
 BJ4853  ___________________________________________________________________
 BJ4853  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BJ4853  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4853 ** and geoid heights are valid at the date of observation. These heights
 BJ4853 ** must always be validated when used as control.
 BJ4853 ** The orthometric height has not been validated since last determined
 BJ4853 ** by differential leveling and should not be used for control purposes.
 BJ4853 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4853 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4853 ** epoch indicated which incorporates improved geoid heights for the
 BJ4853 ** Southern Louisiana Subsidence area.
 BJ4853 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5124  **This station is located in a suspected subsidence area (see below).
 BJ5124  ___________________________________________________________________
 BJ5124  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ5124  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5124 ** and geoid heights are valid at the date of observation. These heights
 BJ5124 ** must always be validated when used as control.
 BJ5124 ** The orthometric height has not been validated since last determined
 BJ5124 ** by differential leveling and should not be used for control purposes.
 BJ5124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5124 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5124 ** epoch indicated which incorporates improved geoid heights for the
 BJ5124 ** Southern Louisiana Subsidence area.
 BJ5124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2607  ___________________________________________________________________
 BX2607  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 BX2607  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2606  ___________________________________________________________________
 BX2606  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BX2606  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0758  **This station is located in a suspected subsidence area (see below).
 AV0758  ___________________________________________________________________
 AV0758  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0758  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0758 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0758 ** and geoid heights are valid at the date of observation. These heights
 AV0758 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3120  **This station is located in a suspected subsidence area (see below).
 BK3120  ___________________________________________________________________
 BK3120  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK3120  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3120 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3120 ** and geoid heights are valid at the date of observation. These heights
 BK3120 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3137  **This station is located in a suspected subsidence area (see below).
 BK3137  ___________________________________________________________________
 BK3137  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3137  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3137 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3137 ** and geoid heights are valid at the date of observation. These heights
 BK3137 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3122  **This station is located in a suspected subsidence area (see below).
 BK3122  ___________________________________________________________________
 BK3122  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BK3122  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3205  **This station is located in a suspected subsidence area (see below).
 AU3205  ___________________________________________________________________
 AU3205  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AU3205  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3205 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3205 ** and geoid heights are valid at the date of observation. These heights
 AU3205 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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(2007)-  31 27 16.79638(N)    092 46 25.56395(W)     ADJUSTED  
 BX3081* NAVD 88     -        41.1    (meters)     135.     (feet)  VERTCON   
 BX3081  ___________________________________________________________________
 BX3081  EPOCH DATE  -        2002.00
 BX3081  X           -    -263,539.087 (meters)                     COMP
 BX3081  Y           -  -5,439,489.055 (meters)                     COMP
 BX3081  Z           -   3,309,007.891 (meters)                     COMP
 BX3081  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BX3081  ELLIP HEIGHT-          14.881 (meters)          (02/10/07) ADJUSTED
 BX3081  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 BX3081
 BX3081  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX3081  Type    PID    Designation                      North   East  Ellip
 BX3081  -------------------------------------------------------------------
 BX3081  NETWORK BX3081 CHERRY                            8.70  13.35  15.13
 BX3081  -------------------------------------------------------------------
 BX3081
 BX3081.The horizontal coordinates were established by GPS observations
 BX3081.and adjusted by the National Geodetic Survey in February 2007.
 BX3081
 BX3081.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX3081.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX3081.The horizontal coordinates are valid at the epoch date displayed above.
 BX3081.The epoch date for horizontal control is a decimal equivalence
 BX3081.of Year/Month/Day.
 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     -   105,882.096   973,980.288   MT  0.99994718   -0 08 41.1
 BX3081;SPC LA N     -   347,381.51  3,195,466.99   sFT  0.99994718   -0 08 41.1
 BX3081;UTM  15      - 3,480,014.233   521,494.376   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 (06/26/02)   14.904  (m)                       GP(       ) 4 2
 BX3081  NAD 83(1992)-  31 27 16.79482(N)    092 46 25.56220(W) AD(       ) 1
 BX3081  ELLIP H (01/21/93)   14.993  (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     3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 34 04.14059(N)    090 43 06.14646(W)     ADJUSTED  
 AH6248* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6248  **This station is located in a suspected subsidence area (see below).
 AH6248  ___________________________________________________________________
 AH6248  EPOCH DATE  -        2002.00
 AH6248  X           -     -69,609.508 (meters)                     COMP
 AH6248  Y           -  -5,551,595.591 (meters)                     COMP
 AH6248  Z           -   3,128,782.945 (meters)                     COMP
 AH6248  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6248  ELLIP HEIGHT-         -24.669 (meters)          (02/10/07) ADJUSTED
 AH6248  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6248
 AH6248  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6248  Type    PID    Designation                      North   East  Ellip
 AH6248  -------------------------------------------------------------------
 AH6248  NETWORK AH6248 CHET                              1.16   1.14   2.51
 AH6248  -------------------------------------------------------------------
 AH6248
 AH6248.The horizontal coordinates were established by GPS observations
 AH6248.and adjusted by the National Geodetic Survey in February 2007.
 AH6248
 AH6248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6248.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6248.The horizontal coordinates are valid at the epoch date displayed above.
 AH6248.The epoch date for horizontal control is a decimal equivalence
 AH6248.of Year/Month/Day.
 AH6248
 AH6248.The orthometric height was determined by GPS observations and a
 AH6248.high-resolution geoid model.
 AH6248 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6248 ** and geoid heights are valid at the date of observation. These heights
 AH6248 ** must always be validated when used as control.
 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 more information.
 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
 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     -   118,522.419 1,059,587.529   MT  0.99995412   +0 18 27.0
 AH6248;SPC LA S     -   388,852.30  3,476,330.08   sFT  0.99995412   +0 18 27.0
 AH6248;UTM  15      - 3,273,069.950   721,034.989   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  =   1.00020675
 AH6248
 AH6248                          SUPERSEDED SURVEY CONTROL
 AH6248
 AH6248  ELLIP H (02/21/02)  -24.644  (m)                       GP(       ) 5 1
 AH6248  NAD 83(1992)-  29 34 04.14088(N)    090 43 06.14557(W) AD(       ) 1
 AH6248  ELLIP H (12/17/98)  -24.599  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2575  **This station is located in a suspected subsidence area (see below).
 AU2575  ___________________________________________________________________
 AU2575  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2575  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2575 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2575 ** and geoid heights are valid at the date of observation. These heights
 AU2575 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU2576* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2576  **This station is located in a suspected subsidence area (see below).
 AU2576  ___________________________________________________________________
 AU2576  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2576  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2576 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2576 ** and geoid heights are valid at the date of observation. These heights
 AU2576 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  30 15 13.38540(N)    093 10 49.50748(W)     ADJUSTED  
 BK3287* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3287  **This station is located in a suspected subsidence area (see below).
 BK3287  ___________________________________________________________________
 BK3287  EPOCH DATE  -        2002.00
 BK3287  X           -    -305,924.985 (meters)                     COMP
 BK3287  Y           -  -5,505,628.483 (meters)                     COMP
 BK3287  Z           -   3,194,689.452 (meters)                     COMP
 BK3287  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3287  ELLIP HEIGHT-         -21.323 (meters)          (02/10/07) ADJUSTED
 BK3287  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3287
 BK3287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3287  Type    PID    Designation                      North   East  Ellip
 BK3287  -------------------------------------------------------------------
 BK3287  NETWORK BK3287 CHICKEN                           1.59   1.29   3.45
 BK3287  -------------------------------------------------------------------
 BK3287
 BK3287.The horizontal coordinates were established by GPS observations
 BK3287.and adjusted by the National Geodetic Survey in February 2007.
 BK3287
 BK3287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3287.The horizontal coordinates are valid at the epoch date displayed above.
 BK3287.The epoch date for horizontal control is a decimal equivalence
 BK3287.of Year/Month/Day.
 BK3287
 BK3287.The orthometric height was determined by GPS observations and a
 BK3287.high-resolution geoid model.
 BK3287 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3287 ** and geoid heights are valid at the date of observation. These heights
 BK3287 ** must always be validated when used as control.
 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 more information.
 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
 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     -   195,822.820   822,255.866   MT  0.99993544   -0 55 24.8
 BK3287;SPC LA S     -   642,462.04  2,697,684.45   sFT  0.99993544   -0 55 24.8
 BK3287;UTM  15      - 3,346,913.692   482,643.450   MT  0.99960372   -0 05 27.2
 BK3287
 BK3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3287!SPC LA S     -   1.00000335  x   0.99993544  =   0.99993879
 BK3287!UTM  15      -   1.00000335  x   0.99960372  =   0.99960707
 BK3287
 BK3287                          SUPERSEDED SURVEY CONTROL
 BK3287
 BK3287  ELLIP H (02/20/02)  -21.266  (m)                       GP(       ) 4 1
 BK3287  NAD 83(1992)-  30 15 13.38237(N)    093 10 49.50307(W) AD(       ) 1
 BK3287  ELLIP H (01/13/95)  -21.187  (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)  -21.282  (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     3  
 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: 15RVP8264346914(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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3288* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3288  **This station is located in a suspected subsidence area (see below).
 BK3288  ___________________________________________________________________
 BK3288  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK3288  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3288 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3288 ** and geoid heights are valid at the date of observation. These heights
 BK3288 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0950  **This station is located in a suspected subsidence area (see below).
 AT0950  ___________________________________________________________________
 AT0950  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0950  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0950 ** and geoid heights are valid at the date of observation. These heights
 AT0950 ** must always be validated when used as control.
 AT0950 ** The orthometric height has not been validated since last determined
 AT0950 ** by differential leveling and should not be used for control purposes.
 AT0950 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0950 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0950 ** epoch indicated which incorporates improved geoid heights for the
 AT0950 ** Southern Louisiana Subsidence area.
 AT0950 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0951* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0951  **This station is located in a suspected subsidence area (see below).
 AT0951  ___________________________________________________________________
 AT0951  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AT0951  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0951 ** and geoid heights are valid at the date of observation. These heights
 AT0951 ** must always be validated when used as control.
 AT0951 ** The orthometric height has not been validated since last determined
 AT0951 ** by differential leveling and should not be used for control purposes.
 AT0951 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0951 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0951 ** epoch indicated which incorporates improved geoid heights for the
 AT0951 ** Southern Louisiana Subsidence area.
 AT0951 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0957* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0957  **This station is located in a suspected subsidence area (see below).
 AT0957  ___________________________________________________________________
 AT0957  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AT0957  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0957 ** and geoid heights are valid at the date of observation. These heights
 AT0957 ** must always be validated when used as control.
 AT0957 ** The orthometric height has not been validated since last determined
 AT0957 ** by differential leveling and should not be used for control purposes.
 AT0957 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0957 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0957 ** epoch indicated which incorporates improved geoid heights for the
 AT0957 ** Southern Louisiana Subsidence area.
 AT0957 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3015  **This station is located in a suspected subsidence area (see below).
 AU3015  ___________________________________________________________________
 AU3015  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU3015  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3015 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3015 ** and geoid heights are valid at the date of observation. These heights
 AU3015 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0834  **This station is located in a suspected subsidence area (see below).
 AV0834  ___________________________________________________________________
 AV0834  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0834  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0834 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0834 ** and geoid heights are valid at the date of observation. These heights
 AV0834 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3062  **This station is located in a suspected subsidence area (see below).
 AU3062  ___________________________________________________________________
 AU3062  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU3062  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3062 ** and geoid heights are valid at the date of observation. These heights
 AU3062 ** must always be validated when used as control.
 AU3062 ** The orthometric height has not been validated since last determined
 AU3062 ** by differential leveling and should not be used for control purposes.
 AU3062 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3062 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3062 ** epoch indicated which incorporates improved geoid heights for the
 AU3062 ** Southern Louisiana Subsidence area.
 AU3062 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  30 55 44.35986(N)    090 48 46.06039(W)     ADJUSTED  
 BJ3601* NAVD 88     -        81.361  (meters)     266.93   (feet)  ADJUSTED  
 BJ3601  ___________________________________________________________________
 BJ3601  EPOCH DATE  -        2002.00
 BJ3601  X           -     -77,680.861 (meters)                     COMP
 BJ3601  Y           -  -5,475,537.325 (meters)                     COMP
 BJ3601  Z           -   3,259,170.447 (meters)                     COMP
 BJ3601  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BJ3601  ELLIP HEIGHT-          54.196 (meters)          (02/10/07) ADJUSTED
 BJ3601  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3601  DYNAMIC HT  -          81.257 (meters)     266.59  (feet)  COMP
 BJ3601
 BJ3601  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3601  Type    PID    Designation                      North   East  Ellip
 BJ3601  -------------------------------------------------------------------
 BJ3601  NETWORK BJ3601 CHIP                              1.88   2.84   7.29
 BJ3601  -------------------------------------------------------------------
 BJ3601  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 BJ3601
 BJ3601  VERT ORDER  -  SECOND    CLASS I
 BJ3601
 BJ3601.The horizontal coordinates were established by GPS observations
 BJ3601.and adjusted by the National Geodetic Survey in February 2007.
 BJ3601
 BJ3601.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3601.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3601.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3601.The epoch date for horizontal control is a decimal equivalence
 BJ3601.of Year/Month/Day.
 BJ3601
 BJ3601.The orthometric height was determined by differential leveling
 BJ3601.and adjusted 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     -   269,364.261 1,049,753.124   MT  1.00005672   +0 15 37.0
 BJ3601;SPC LA S     -   883,739.25  3,444,065.04   sFT  1.00005672   +0 15 37.0
 BJ3601;UTM  15      - 3,423,782.947   708,982.576   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 15.3
 BJ3601:UTM  15      -  CHIP AZ MK                               132 31 23.8
 BJ3601
 BJ3601|---------------------------------------------------------------------|
 BJ3601| PID    Reference Object                     Distance      Geod. Az  |
 BJ3601|                                                           dddmmss.s |
 BJ3601| BJ3599 CHIP AZ MK                          APPROX. 0.7 KM 1333852.3 |
 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 (02/21/02)   54.177  (m)                       GP(       ) 4 1
 BJ3601  NAD 83(1992)-  30 55 44.35967(N)    090 48 46.05971(W) AD(       ) 1
 BJ3601  ELLIP H (05/13/94)   54.249  (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)   54.247  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 in February 1994.
 BJ3599
 BJ3599.Photographs are available for this station.
 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  HISTORY     - 20060906 GOOD             JCLS
 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.
 BJ3599
 BJ3599                          STATION RECOVERY (2006)
 BJ3599
 BJ3599'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006
 BJ3599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3347  **This station is located in a suspected subsidence area (see below).
 BJ3347  ___________________________________________________________________
 BJ3347  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3347  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3347  DYNAMIC HT  -          77.8   (meters)     255.    (feet)  COMP
 BJ3347  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3347
 BJ3347  HORZ ORDER  -  FIRST
 BJ3347  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3347 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3347 ** and geoid heights are valid at the date of observation. These heights
 BJ3347 ** must always be validated when used as control.
 BJ3347 ** The orthometric height has not been validated since last determined
 BJ3347 ** by differential leveling and should not be used for control purposes.
 BJ3347 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3347 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3347 ** epoch indicated which incorporates improved geoid heights for the
 BJ3347 ** Southern Louisiana Subsidence area.
 BJ3347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3347.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3346  **This station is located in a suspected subsidence area (see below).
 BJ3346  ___________________________________________________________________
 BJ3346  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ3346  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3346  DYNAMIC HT  -          77.6   (meters)     255.    (feet)  COMP
 BJ3346  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3346
 BJ3346  HORZ ORDER  -  SECOND
 BJ3346  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3346 ** and geoid heights are valid at the date of observation. These heights
 BJ3346 ** must always be validated when used as control.
 BJ3346 ** The orthometric height has not been validated since last determined
 BJ3346 ** by differential leveling and should not be used for control purposes.
 BJ3346 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3346 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3346 ** epoch indicated which incorporates improved geoid heights for the
 BJ3346 ** Southern Louisiana Subsidence area.
 BJ3346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3346.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3348  **This station is located in a suspected subsidence area (see below).
 BJ3348  ___________________________________________________________________
 BJ3348  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 BJ3348  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BJ3348  DYNAMIC HT  -          77.9   (meters)     256.    (feet)  COMP
 BJ3348  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BJ3348
 BJ3348  HORZ ORDER  -  SECOND
 BJ3348  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3348 ** and geoid heights are valid at the date of observation. These heights
 BJ3348 ** must always be validated when used as control.
 BJ3348 ** The orthometric height has not been validated since last determined
 BJ3348 ** by differential leveling and should not be used for control purposes.
 BJ3348 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3348 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3348 ** epoch indicated which incorporates improved geoid heights for the
 BJ3348 ** Southern Louisiana Subsidence area.
 BJ3348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3348.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3114  **This station is located in a suspected subsidence area (see below).
 AU3114  ___________________________________________________________________
 AU3114  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU3114  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3114 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3114 ** and geoid heights are valid at the date of observation. These heights
 AU3114 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4168  **This station is located in a suspected subsidence area (see below).
 BJ4168  ___________________________________________________________________
 BJ4168  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BJ4168  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4168 ** and geoid heights are valid at the date of observation. These heights
 BJ4168 ** must always be validated when used as control.
 BJ4168 ** The orthometric height has not been validated since last determined
 BJ4168 ** by differential leveling and should not be used for control purposes.
 BJ4168 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4168 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4168 ** epoch indicated which incorporates improved geoid heights for the
 BJ4168 ** Southern Louisiana Subsidence area.
 BJ4168 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1350  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ1350 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1350 ** and geoid heights are valid at the date of observation. These heights
 BJ1350 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2679  **This station is located in a suspected subsidence area (see below).
 BH2679  ___________________________________________________________________
 BH2679  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BH2679  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2679 ** and geoid heights are valid at the date of observation. These heights
 BH2679 ** must always be validated when used as control.
 BH2679 ** The orthometric height has not been validated since last determined
 BH2679 ** by differential leveling and should not be used for control purposes.
 BH2679 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2679 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2679 ** epoch indicated which incorporates improved geoid heights for the
 BH2679 ** Southern Louisiana Subsidence area.
 BH2679 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0731  **This station is located in a suspected subsidence area (see below).
 AV0731  ___________________________________________________________________
 AV0731  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AV0731  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0731 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0731 ** and geoid heights are valid at the date of observation. These heights
 AV0731 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2729  **This station is located in a suspected subsidence area (see below).
 BK2729  ___________________________________________________________________
 BK2729  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BK2729  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  30 11 01.91579(N)    093 19 31.08683(W)     ADJUSTED  
 BK3289* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3289  **This station is located in a suspected subsidence area (see below).
 BK3289  ___________________________________________________________________
 BK3289  EPOCH DATE  -        2002.00
 BK3289  X           -    -320,072.024 (meters)                     COMP
 BK3289  Y           -  -5,508,727.200 (meters)                     COMP
 BK3289  Z           -   3,187,997.635 (meters)                     COMP
 BK3289  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BK3289  ELLIP HEIGHT-         -22.361 (meters)          (02/10/07) ADJUSTED
 BK3289  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BK3289
 BK3289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3289  Type    PID    Designation                      North   East  Ellip
 BK3289  -------------------------------------------------------------------
 BK3289  NETWORK BK3289 CITGO                             1.55   1.23   3.31
 BK3289  -------------------------------------------------------------------
 BK3289
 BK3289.The horizontal coordinates were established by GPS observations
 BK3289.and adjusted by the National Geodetic Survey in February 2007.
 BK3289
 BK3289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3289.The horizontal coordinates are valid at the epoch date displayed above.
 BK3289.The epoch date for horizontal control is a decimal equivalence
 BK3289.of Year/Month/Day.
 BK3289
 BK3289.The orthometric height was determined by GPS observations and a
 BK3289.high-resolution geoid model.
 BK3289 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3289 ** and geoid heights are valid at the date of observation. These heights
 BK3289 ** must always be validated when used as control.
 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 more information.
 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
 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     -   188,314.461   808,180.588   MT  0.99993082   -0 59 45.6
 BK3289;SPC LA S     -   617,828.36  2,651,505.81   sFT  0.99993082   -0 59 45.6
 BK3289;UTM  15      - 3,339,204.122   468,683.299   MT  0.99961210   -0 09 48.8
 BK3289
 BK3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3289!SPC LA S     -   1.00000351  x   0.99993082  =   0.99993433
 BK3289!UTM  15      -   1.00000351  x   0.99961210  =   0.99961561
 BK3289
 BK3289                          SUPERSEDED SURVEY CONTROL
 BK3289
 BK3289  ELLIP H (02/20/02)  -22.301  (m)                       GP(       ) 4 1
 BK3289  NAD 83(1992)-  30 11 01.91246(N)    093 19 31.08256(W) AD(       ) 1
 BK3289  ELLIP H (01/13/95)  -22.212  (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)  -22.192  (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     3  
 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 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 = MARCH 13, 2009
 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(2007)-  29 30 56.57877(N)    090 44 51.16257(W)     ADJUSTED  
 AH6268* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6268  **This station is located in a suspected subsidence area (see below).
 AH6268  ___________________________________________________________________
 AH6268  EPOCH DATE  -        2002.00
 AH6268  X           -     -72,473.157 (meters)                     COMP
 AH6268  Y           -  -5,554,407.424 (meters)                     COMP
 AH6268  Z           -   3,123,759.131 (meters)                     COMP
 AH6268  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6268  ELLIP HEIGHT-         -23.745 (meters)          (02/10/07) ADJUSTED
 AH6268  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AH6268
 AH6268  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6268  Type    PID    Designation                      North   East  Ellip
 AH6268  -------------------------------------------------------------------
 AH6268  NETWORK AH6268 CITGO                             1.39   1.69   3.35
 AH6268  -------------------------------------------------------------------
 AH6268
 AH6268.The horizontal coordinates were established by GPS observations
 AH6268.and adjusted by the National Geodetic Survey in February 2007.
 AH6268
 AH6268.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6268.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6268.The horizontal coordinates are valid at the epoch date displayed above.
 AH6268.The epoch date for horizontal control is a decimal equivalence
 AH6268.of Year/Month/Day.
 AH6268
 AH6268.The orthometric height was determined by GPS observations and a
 AH6268.high-resolution geoid model.
 AH6268 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6268 ** and geoid heights are valid at the date of observation. These heights
 AH6268 ** must always be validated when used as control.
 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 more information.
 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
 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     -   112,732.861 1,056,790.488   MT  0.99996135   +0 17 34.4
 AH6268;SPC LA S     -   369,857.73  3,467,153.46   sFT  0.99996135   +0 17 34.4
 AH6268;UTM  15      - 3,267,239.663   718,320.245   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 (02/21/02)  -23.722  (m)                       GP(       ) 5 1
 AH6268  NAD 83(1992)-  29 30 56.57903(N)    090 44 51.16168(W) AD(       ) 1
 AH6268  ELLIP H (12/17/98)  -23.679  (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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3290* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3290  **This station is located in a suspected subsidence area (see below).
 BK3290  ___________________________________________________________________
 BK3290  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BK3290  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3290 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3290 ** and geoid heights are valid at the date of observation. These heights
 BK3290 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3144  **This station is located in a suspected subsidence area (see below).
 BK3144  ___________________________________________________________________
 BK3144  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK3144  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2856  **This station is located in a suspected subsidence area (see below).
 AU2856  ___________________________________________________________________
 AU2856  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU2856  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  32 33 29.01705(N)    093 40 44.69586(W)     ADJUSTED  
 AA3470* NAVD 88     -        57.61   (+/-2cm)     189.0    (feet)  VERTCON   
 AA3470  ___________________________________________________________________
 AA3470  EPOCH DATE  -        2002.00
 AA3470  X           -    -345,290.213 (meters)                     COMP
 AA3470  Y           -  -5,369,946.318 (meters)                     COMP
 AA3470  Z           -   3,412,768.671 (meters)                     COMP
 AA3470  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA3470  ELLIP HEIGHT-          31.487 (meters)          (02/10/07) ADJUSTED
 AA3470  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA3470
 AA3470  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3470  Type    PID    Designation                      North   East  Ellip
 AA3470  -------------------------------------------------------------------
 AA3470  NETWORK AA3470 CITY OF BOSSIER CITY 005          1.86   2.29   4.29
 AA3470  -------------------------------------------------------------------
 AA3470  VERT ORDER  -  THIRD ? (See Below)
 AA3470
 AA3470.The horizontal coordinates were established by GPS observations
 AA3470.and adjusted by the National Geodetic Survey in February 2007.
 AA3470
 AA3470.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3470.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3470.The horizontal coordinates are valid at the epoch date displayed above.
 AA3470.The epoch date for horizontal control is a decimal equivalence
 AA3470.of Year/Month/Day.
 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     -   228,795.261   889,269.653   MT  0.99997704   -0 37 24.2
 AA3470;SPC LA N     -   750,639.12  2,917,545.52   sFT  0.99997704   -0 37 24.2
 AA3470;UTM  15      - 3,602,498.520   436,247.969   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 (02/20/02)   31.458  (m)                       GP(       ) 4 1
 AA3470  NAD 83(1992)-  32 33 29.01724(N)    093 40 44.69531(W) AD(       ) 1
 AA3470  ELLIP H (03/31/95)   31.570  (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 = MARCH 13, 2009
 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(2007)-  32 34 11.04030(N)    093 38 09.34946(W)     ADJUSTED  
 AA3471* NAVD 88     -        51.27   (+/-2cm)     168.2    (feet)  VERTCON   
 AA3471  ___________________________________________________________________
 AA3471  EPOCH DATE  -        2002.00
 AA3471  X           -    -341,201.266 (meters)                     COMP
 AA3471  Y           -  -5,369,504.148 (meters)                     COMP
 AA3471  Z           -   3,413,856.262 (meters)                     COMP
 AA3471  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AA3471  ELLIP HEIGHT-          25.138 (meters)          (02/10/07) ADJUSTED
 AA3471  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AA3471
 AA3471  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3471  Type    PID    Designation                      North   East  Ellip
 AA3471  -------------------------------------------------------------------
 AA3471  NETWORK AA3471 CITY OF BOSSIER CITY 006          2.31   2.65   5.12
 AA3471  -------------------------------------------------------------------
 AA3471  VERT ORDER  -  THIRD ? (See Below)
 AA3471
 AA3471.The horizontal coordinates were established by GPS observations
 AA3471.and adjusted by the National Geodetic Survey in February 2007.
 AA3471
 AA3471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3471.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3471.The horizontal coordinates are valid at the epoch date displayed above.
 AA3471.The epoch date for horizontal control is a decimal equivalence
 AA3471.of Year/Month/Day.
 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     -   230,046.388   893,335.553   MT  0.99997933   -0 36 02.0
 AA3471;SPC LA N     -   754,743.86  2,930,885.06   sFT  0.99997933   -0 36 02.0
 AA3471;UTM  15      - 3,603,767.527   440,306.849   MT  0.99964394   -0 20 32.5
 AA3471
 AA3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3471!SPC LA N     -   0.99999605  x   0.99997933  =   0.99997538
 AA3471!UTM  15      -   0.99999605  x   0.99964394  =   0.99963999
 AA3471
 AA3471                          SUPERSEDED SURVEY CONTROL
 AA3471
 AA3471  ELLIP H (02/20/02)   25.110  (m)                       GP(       ) 4 1
 AA3471  NAD 83(1992)-  32 34 11.04060(N)    093 38 09.34874(W) AD(       ) 1
 AA3471  ELLIP H (03/31/95)   25.222  (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 = MARCH 13, 2009
 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(2007)-  32 27 16.32190(N)    093 39 27.55235(W)     ADJUSTED  
 AA3472* NAVD 88     -        49.03   (+/-2cm)     160.9    (feet)  VERTCON   
 AA3472  ___________________________________________________________________
 AA3472  EPOCH DATE  -        2002.00
 AA3472  X           -    -343,674.946 (meters)                     COMP
 AA3472  Y           -  -5,376,224.924 (meters)                     COMP
 AA3472  Z           -   3,403,082.027 (meters)                     COMP
 AA3472  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA3472  ELLIP HEIGHT-          22.907 (meters)          (02/10/07) ADJUSTED
 AA3472  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AA3472
 AA3472  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3472  Type    PID    Designation                      North   East  Ellip
 AA3472  -------------------------------------------------------------------
 AA3472  NETWORK AA3472 CITY OF BOSSIER CITY 009          2.14   2.37   4.72
 AA3472  -------------------------------------------------------------------
 AA3472  VERT ORDER  -  THIRD ? (See Below)
 AA3472
 AA3472.The horizontal coordinates were established by GPS observations
 AA3472.and adjusted by the National Geodetic Survey in February 2007.
 AA3472
 AA3472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3472.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3472.The horizontal coordinates are valid at the epoch date displayed above.
 AA3472.The epoch date for horizontal control is a decimal equivalence
 AA3472.of Year/Month/Day.
 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     -   217,293.956   891,159.366   MT  0.99995851   -0 36 43.4
 AA3472;SPC LA N     -   712,905.25  2,923,745.35   sFT  0.99995851   -0 36 43.4
 AA3472;UTM  15      - 3,591,009.523   438,188.939   MT  0.99964711   -0 21 10.5
 AA3472
 AA3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3472!SPC LA N     -   0.99999640  x   0.99995851  =   0.99995491
 AA3472!UTM  15      -   0.99999640  x   0.99964711  =   0.99964351
 AA3472
 AA3472                          SUPERSEDED SURVEY CONTROL
 AA3472
 AA3472  ELLIP H (02/20/02)   22.879  (m)                       GP(       ) 4 1
 AA3472  NAD 83(1992)-  32 27 16.32215(N)    093 39 27.55086(W) AD(       ) 1
 AA3472  ELLIP H (03/31/95)   22.991  (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 = MARCH 13, 2009
 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(2007)-  32 31 30.83385(N)    093 42 56.48880(W)     ADJUSTED  
 AA3473* NAVD 88     -        51.57   (+/-2cm)     169.2    (feet)  VERTCON   
 AA3473  ___________________________________________________________________
 AA3473  EPOCH DATE  -        2002.00
 AA3473  X           -    -348,847.855 (meters)                     COMP
 AA3473  Y           -  -5,371,673.779 (meters)                     COMP
 AA3473  Z           -   3,409,696.434 (meters)                     COMP
 AA3473  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA3473  ELLIP HEIGHT-          25.515 (meters)          (02/10/07) ADJUSTED
 AA3473  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 AA3473
 AA3473  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3473  Type    PID    Designation                      North   East  Ellip
 AA3473  -------------------------------------------------------------------
 AA3473  NETWORK AA3473 CITY OF BOSSIER CITY 007          1.59   2.12   3.96
 AA3473  -------------------------------------------------------------------
 AA3473  VERT ORDER  -  THIRD ? (See Below)
 AA3473
 AA3473.The horizontal coordinates were established by GPS observations
 AA3473.and adjusted by the National Geodetic Survey in February 2007.
 AA3473
 AA3473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3473.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3473.The horizontal coordinates are valid at the epoch date displayed above.
 AA3473.The epoch date for horizontal control is a decimal equivalence
 AA3473.of Year/Month/Day.
 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     -   225,192.993   885,790.907   MT  0.99997081   -0 38 33.9
 AA3473;SPC LA N     -   738,820.68  2,906,132.33   sFT  0.99997081   -0 38 33.9
 AA3473;UTM  15      - 3,598,881.790   432,786.586   MT  0.99965571   -0 23 05.4
 AA3473
 AA3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3473!SPC LA N     -   0.99999599  x   0.99997081  =   0.99996680
 AA3473!UTM  15      -   0.99999599  x   0.99965571  =   0.99965171
 AA3473
 AA3473:                Primary Azimuth Mark                     Grid Az
 AA3473:SPC LA N     -  CITY OF BOSSIER CITY 0012                178 29 19.1
 AA3473:UTM  15      -  CITY OF BOSSIER CITY 0012                178 13 50.6
 AA3473
 AA3473|---------------------------------------------------------------------|
 AA3473| PID    Reference Object                     Distance      Geod. Az  |
 AA3473|                                                           dddmmss.s |
 AA3473| AA3474 CITY OF BOSSIER CITY 0012           APPROX. 1.8 KM 1775045.2 |
 AA3473|---------------------------------------------------------------------|
 AA3473
 AA3473                          SUPERSEDED SURVEY CONTROL
 AA3473
 AA3473  ELLIP H (02/20/02)   25.489  (m)                       GP(       ) 4 1
 AA3473  NAD 83(1992)-  32 31 30.83396(N)    093 42 56.48834(W) AD(       ) 1
 AA3473  ELLIP H (03/31/95)   25.602  (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 - July 26, 2008
 AA3473
 AA3473  HISTORY     - Date     Condition        Report By
 AA3473  HISTORY     - 1992     MONUMENTED       BCED
 AA3473  HISTORY     - 20080726 GOOD             GEOCAC
 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.
 AA3473
 AA3473                          STATION RECOVERY (2008)
 AA3473
 AA3473'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 AA3473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  32 30 33.27264(N)    093 42 53.93362(W)     ADJUSTED  
 AA3474* NAVD 88     -        52.34   (+/-2cm)     171.7    (feet)  VERTCON   
 AA3474  ___________________________________________________________________
 AA3474  EPOCH DATE  -        2002.00
 AA3474  X           -    -348,843.111 (meters)                     COMP
 AA3474  Y           -  -5,372,629.898 (meters)                     COMP
 AA3474  Z           -   3,408,201.673 (meters)                     COMP
 AA3474  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA3474  ELLIP HEIGHT-          26.275 (meters)          (02/10/07) ADJUSTED
 AA3474  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AA3474
 AA3474  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3474  Type    PID    Designation                      North   East  Ellip
 AA3474  -------------------------------------------------------------------
 AA3474  NETWORK AA3474 CITY OF BOSSIER CITY 0012         1.61   2.12   3.98
 AA3474  -------------------------------------------------------------------
 AA3474  VERT ORDER  -  THIRD ? (See Below)
 AA3474
 AA3474.The horizontal coordinates were established by GPS observations
 AA3474.and adjusted by the National Geodetic Survey in February 2007.
 AA3474
 AA3474.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3474.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3474.The horizontal coordinates are valid at the epoch date displayed above.
 AA3474.The epoch date for horizontal control is a decimal equivalence
 AA3474.of Year/Month/Day.
 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     -   223,419.271   885,837.706   MT  0.99996789   -0 38 32.5
 AA3474;SPC LA N     -   733,001.39  2,906,285.87   sFT  0.99996789   -0 38 32.5
 AA3474;UTM  15      - 3,597,108.854   432,841.354   MT  0.99965562   -0 23 03.4
 AA3474
 AA3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3474!SPC LA N     -   0.99999587  x   0.99996789  =   0.99996376
 AA3474!UTM  15      -   0.99999587  x   0.99965562  =   0.99965150
 AA3474
 AA3474:                Primary Azimuth Mark                     Grid Az
 AA3474:SPC LA N     -  CITY OF BOSSIER CITY 007                 358 29 19.0
 AA3474:UTM  15      -  CITY OF BOSSIER CITY 007                 358 13 49.9
 AA3474
 AA3474|---------------------------------------------------------------------|
 AA3474| PID    Reference Object                     Distance      Geod. Az  |
 AA3474|                                                           dddmmss.s |
 AA3474| AA3473 CITY OF BOSSIER CITY 007            APPROX. 1.8 KM 3575046.5 |
 AA3474|---------------------------------------------------------------------|
 AA3474
 AA3474                          SUPERSEDED SURVEY CONTROL
 AA3474
 AA3474  ELLIP H (02/20/02)   26.249  (m)                       GP(       ) 4 1
 AA3474  NAD 83(1992)-  32 30 33.27278(N)    093 42 53.93312(W) AD(       ) 1
 AA3474  ELLIP H (03/31/95)   26.361  (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 = MARCH 13, 2009
 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(2007)-  32 27 32.33381(N)    093 40 18.73443(W)     ADJUSTED  
 AA3475* NAVD 88     -        50.88   (+/-2cm)     166.9    (feet)  VERTCON   
 AA3475  ___________________________________________________________________
 AA3475  EPOCH DATE  -        2002.00
 AA3475  X           -    -344,992.127 (meters)                     COMP
 AA3475  Y           -  -5,375,876.878 (meters)                     COMP
 AA3475  Z           -   3,403,499.208 (meters)                     COMP
 AA3475  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA3475  ELLIP HEIGHT-          24.754 (meters)          (02/10/07) ADJUSTED
 AA3475  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AA3475
 AA3475  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3475  Type    PID    Designation                      North   East  Ellip
 AA3475  -------------------------------------------------------------------
 AA3475  NETWORK AA3475 CITY OF BOSSIER CITY 008          2.12   2.37   4.65
 AA3475  -------------------------------------------------------------------
 AA3475  VERT ORDER  -  THIRD ? (See Below)
 AA3475
 AA3475.The horizontal coordinates were established by GPS observations
 AA3475.and adjusted by the National Geodetic Survey in February 2007.
 AA3475
 AA3475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3475.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3475.The horizontal coordinates are valid at the epoch date displayed above.
 AA3475.The epoch date for horizontal control is a decimal equivalence
 AA3475.of Year/Month/Day.
 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     -   217,801.506   889,828.069   MT  0.99995924   -0 37 10.4
 AA3475;SPC LA N     -   714,570.44  2,919,377.59   sFT  0.99995924   -0 37 10.4
 AA3475;UTM  15      - 3,591,510.894   436,855.776   MT  0.99964917   -0 21 38.2
 AA3475
 AA3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3475!SPC LA N     -   0.99999611  x   0.99995924  =   0.99995535
 AA3475!UTM  15      -   0.99999611  x   0.99964917  =   0.99964528
 AA3475
 AA3475                          SUPERSEDED SURVEY CONTROL
 AA3475
 AA3475  ELLIP H (02/20/02)   24.727  (m)                       GP(       ) 4 1
 AA3475  NAD 83(1992)-  32 27 32.33392(N)    093 40 18.73290(W) AD(       ) 1
 AA3475  ELLIP H (03/31/95)   24.839  (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 = MARCH 13, 2009
 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(2007)-  32 36 05.30134(N)    093 42 50.74065(W)     ADJUSTED  
 AA3476* NAVD 88     -        53.22   (+/-2cm)     174.6    (feet)  VERTCON   
 AA3476  ___________________________________________________________________
 AA3476  EPOCH DATE  -        2002.00
 AA3476  X           -    -348,403.459 (meters)                     COMP
 AA3476  Y           -  -5,367,143.672 (meters)                     COMP
 AA3476  Z           -   3,416,823.046 (meters)                     COMP
 AA3476  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA3476  ELLIP HEIGHT-          27.079 (meters)          (02/10/07) ADJUSTED
 AA3476  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AA3476
 AA3476  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3476  Type    PID    Designation                      North   East  Ellip
 AA3476  -------------------------------------------------------------------
 AA3476  NETWORK AA3476 CITY OF BOSSIER CITY 001          1.49   2.02   3.78
 AA3476  -------------------------------------------------------------------
 AA3476  VERT ORDER  -  THIRD ? (See Below)
 AA3476
 AA3476.The horizontal coordinates were established by GPS observations
 AA3476.and adjusted by the National Geodetic Survey in February 2007.
 AA3476
 AA3476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3476.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3476.The horizontal coordinates are valid at the epoch date displayed above.
 AA3476.The epoch date for horizontal control is a decimal equivalence
 AA3476.of Year/Month/Day.
 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     -   233,645.469   886,035.621   MT  0.99998578   -0 38 30.8
 AA3476;SPC LA N     -   766,551.84  2,906,935.20   sFT  0.99998578   -0 38 30.8
 AA3476;UTM  15      - 3,607,332.554   432,993.241   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 (02/20/02)   27.064  (m)                       GP(       ) 4 1
 AA3476  NAD 83(1992)-  32 36 05.30117(N)    093 42 50.74048(W) AD(       ) 1
 AA3476  ELLIP H (03/31/95)   27.176  (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 = MARCH 13, 2009
 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(2007)-  32 34 53.96963(N)    093 42 50.39474(W)     ADJUSTED  
 AA3477* NAVD 88     -        51.75   (+/-2cm)     169.8    (feet)  VERTCON   
 AA3477  ___________________________________________________________________
 AA3477  EPOCH DATE  -        2002.00
 AA3477  X           -    -348,471.048 (meters)                     COMP
 AA3477  Y           -  -5,368,324.145 (meters)                     COMP
 AA3477  Z           -   3,414,970.906 (meters)                     COMP
 AA3477  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA3477  ELLIP HEIGHT-          25.616 (meters)          (02/10/07) ADJUSTED
 AA3477  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AA3477
 AA3477  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3477  Type    PID    Designation                      North   East  Ellip
 AA3477  -------------------------------------------------------------------
 AA3477  NETWORK AA3477 CITY OF BOSSIER CITY 003          1.47   2.02   3.82
 AA3477  -------------------------------------------------------------------
 AA3477  VERT ORDER  -  THIRD ? (See Below)
 AA3477
 AA3477.The horizontal coordinates were established by GPS observations
 AA3477.and adjusted by the National Geodetic Survey in February 2007.
 AA3477
 AA3477.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3477.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3477.The horizontal coordinates are valid at the epoch date displayed above.
 AA3477.The epoch date for horizontal control is a decimal equivalence
 AA3477.of Year/Month/Day.
 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     -   231,448.184   886,020.026   MT  0.99998172   -0 38 30.6
 AA3477;SPC LA N     -   759,342.92  2,906,884.04   sFT  0.99998172   -0 38 30.6
 AA3477;UTM  15      - 3,605,135.942   432,987.512   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 (02/20/02)   25.598  (m)                       GP(       ) 4 1
 AA3477  NAD 83(1992)-  32 34 53.96951(N)    093 42 50.39455(W) AD(       ) 1
 AA3477  ELLIP H (03/31/95)   25.710  (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 = MARCH 13, 2009
 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(2007)-  32 33 26.08690(N)    093 42 36.19230(W)     ADJUSTED  
 AA3479* NAVD 88     -        57.57   (+/-2cm)     188.9    (feet)  VERTCON   
 AA3479  ___________________________________________________________________
 AA3479  EPOCH DATE  -        2002.00
 AA3479  X           -    -348,196.027 (meters)                     COMP
 AA3479  Y           -  -5,369,807.306 (meters)                     COMP
 AA3479  Z           -   3,412,692.559 (meters)                     COMP
 AA3479  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA3479  ELLIP HEIGHT-          31.424 (meters)          (02/10/07) ADJUSTED
 AA3479  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AA3479
 AA3479  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3479  Type    PID    Designation                      North   East  Ellip
 AA3479  -------------------------------------------------------------------
 AA3479  NETWORK AA3479 CITY OF BOSSIER CITY 004          1.59   2.16   4.00
 AA3479  -------------------------------------------------------------------
 AA3479  VERT ORDER  -  THIRD ? (See Below)
 AA3479
 AA3479.The horizontal coordinates were established by GPS observations
 AA3479.and adjusted by the National Geodetic Survey in February 2007.
 AA3479
 AA3479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3479.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3479.The horizontal coordinates are valid at the epoch date displayed above.
 AA3479.The epoch date for horizontal control is a decimal equivalence
 AA3479.of Year/Month/Day.
 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   886,360.184   MT  0.99997688   -0 38 23.1
 AA3479;SPC LA N     -   750,448.19  2,908,000.04   sFT  0.99997688   -0 38 23.1
 AA3479;UTM  15      - 3,602,427.260   433,339.736   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 (02/20/02)   31.401  (m)                       GP(       ) 4 1
 AA3479  NAD 83(1992)-  32 33 26.08691(N)    093 42 36.19195(W) AD(       ) 1
 AA3479  ELLIP H (03/31/95)   31.513  (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 = MARCH 13, 2009
 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(2007)-  32 25 16.03407(N)    093 37 54.33368(W)     ADJUSTED  
 AA3480* NAVD 88     -        47.14   (+/-2cm)     154.7    (feet)  VERTCON   
 AA3480  ___________________________________________________________________
 AA3480  EPOCH DATE  -        2002.00
 AA3480  X           -    -341,370.992 (meters)                     COMP
 AA3480  Y           -  -5,378,361.628 (meters)                     COMP
 AA3480  Z           -   3,399,953.796 (meters)                     COMP
 AA3480  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3480  ELLIP HEIGHT-          21.039 (meters)          (02/10/07) ADJUSTED
 AA3480  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 AA3480
 AA3480  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3480  Type    PID    Designation                      North   East  Ellip
 AA3480  -------------------------------------------------------------------
 AA3480  NETWORK AA3480 CITY OF BOSSIER CITY 0011         2.35   2.45   4.92
 AA3480  -------------------------------------------------------------------
 AA3480  VERT ORDER  -  THIRD ? (See Below)
 AA3480
 AA3480.The horizontal coordinates were established by GPS observations
 AA3480.and adjusted by the National Geodetic Survey in February 2007.
 AA3480
 AA3480.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3480.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3480.The horizontal coordinates are valid at the epoch date displayed above.
 AA3480.The epoch date for horizontal control is a decimal equivalence
 AA3480.of Year/Month/Day.
 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     -   213,563.256   893,555.100   MT  0.99995322   -0 35 54.1
 AA3480;SPC LA N     -   700,665.45  2,931,605.36   sFT  0.99995322   -0 35 54.1
 AA3480;UTM  15      - 3,587,290.863   440,600.789   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 27.3
 AA3480:UTM  15      -  CITY OF BOSSIER CITY 0010                326 58 52.6
 AA3480
 AA3480|---------------------------------------------------------------------|
 AA3480| PID    Reference Object                     Distance      Geod. Az  |
 AA3480|                                                           dddmmss.s |
 AA3480| AA3481 CITY OF BOSSIER CITY 0010           APPROX. 0.9 KM 3263833.2 |
 AA3480|---------------------------------------------------------------------|
 AA3480
 AA3480                          SUPERSEDED SURVEY CONTROL
 AA3480
 AA3480  ELLIP H (02/20/02)   21.008  (m)                       GP(       ) 4 1
 AA3480  NAD 83(1992)-  32 25 16.03460(N)    093 37 54.33228(W) AD(       ) 1
 AA3480  ELLIP H (03/31/95)   21.119  (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 = MARCH 13, 2009
 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(2007)-  32 25 41.43750(N)    093 38 14.05229(W)     ADJUSTED  
 AA3481* NAVD 88     -        47.15   (+/-2cm)     154.7    (feet)  VERTCON   
 AA3481  ___________________________________________________________________
 AA3481  EPOCH DATE  -        2002.00
 AA3481  X           -    -341,858.536 (meters)                     COMP
 AA3481  Y           -  -5,377,910.234 (meters)                     COMP
 AA3481  Z           -   3,400,614.330 (meters)                     COMP
 AA3481  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3481  ELLIP HEIGHT-          21.045 (meters)          (02/10/07) ADJUSTED
 AA3481  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AA3481
 AA3481  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA3481  Type    PID    Designation                      North   East  Ellip
 AA3481  -------------------------------------------------------------------
 AA3481  NETWORK AA3481 CITY OF BOSSIER CITY 0010         2.29   2.43   4.90
 AA3481  -------------------------------------------------------------------
 AA3481  VERT ORDER  -  THIRD ? (See Below)
 AA3481
 AA3481.The horizontal coordinates were established by GPS observations
 AA3481.and adjusted by the National Geodetic Survey in February 2007.
 AA3481
 AA3481.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA3481.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA3481.The horizontal coordinates are valid at the epoch date displayed above.
 AA3481.The epoch date for horizontal control is a decimal equivalence
 AA3481.of Year/Month/Day.
 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     -   214,351.096   893,048.167   MT  0.99995431   -0 36 04.5
 AA3481;SPC LA N     -   703,250.22  2,929,942.19   sFT  0.99995431   -0 36 04.5
 AA3481;UTM  15      - 3,588,076.155   440,090.450   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 27.1
 AA3481:UTM  15      -  CITY OF BOSSIER CITY 0011                146 58 52.8
 AA3481
 AA3481|---------------------------------------------------------------------|
 AA3481| PID    Reference Object                     Distance      Geod. Az  |
 AA3481|                                                           dddmmss.s |
 AA3481| AA3480 CITY OF BOSSIER CITY 0011           APPROX. 0.9 KM 1463822.6 |
 AA3481|---------------------------------------------------------------------|
 AA3481
 AA3481                          SUPERSEDED SURVEY CONTROL
 AA3481
 AA3481  ELLIP H (02/20/02)   21.013  (m)                       GP(       ) 4 1
 AA3481  NAD 83(1992)-  32 25 41.43805(N)    093 38 14.05088(W) AD(       ) 1
 AA3481  ELLIP H (03/31/95)   21.125  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5046  **This station is located in a suspected subsidence area (see below).
 BJ5046  ___________________________________________________________________
 BJ5046  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ5046  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5046 ** and geoid heights are valid at the date of observation. These heights
 BJ5046 ** must always be validated when used as control.
 BJ5046 ** The orthometric height has not been validated since last determined
 BJ5046 ** by differential leveling and should not be used for control purposes.
 BJ5046 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5046 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5046 ** epoch indicated which incorporates improved geoid heights for the
 BJ5046 ** Southern Louisiana Subsidence area.
 BJ5046 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 BK3291 ***********************************************************************
 BK3291  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 13 34.27614(N)    093 13 24.37441(W)     ADJUSTED  
 BK3291* NAVD 88     -         1.88   (meters)       6.2    (feet)  GPS OBS(2006.81)
 BK3291  **This station is located in a suspected subsidence area (see below).
 BK3291  ___________________________________________________________________
 BK3291  EPOCH DATE  -        2002.00
 BK3291  X           -    -310,144.843 (meters)                     COMP
 BK3291  Y           -  -5,506,928.335 (meters)                     COMP
 BK3291  Z           -   3,192,050.805 (meters)                     COMP
 BK3291  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BK3291  ELLIP HEIGHT-         -25.357 (meters)          (02/10/07) ADJUSTED
 BK3291  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK3291  HORZ ORDER  -  A
 BK3291
 BK3291.The horizontal coordinates were established by GPS observations
 BK3291.and adjusted by the National Geodetic Survey in March 2008.
 BK3291
 BK3291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3291.The horizontal coordinates are valid at the epoch date displayed above.
 BK3291.The epoch date for horizontal control is a decimal equivalence
 BK3291.of Year/Month/Day.
 BK3291
 BK3291.The orthometric height was determined by GPS observations and a
 BK3291.high-resolution geoid model.
 BK3291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3291 ** and geoid heights are valid at the date of observation. These heights
 BK3291 ** must always be validated when used as control.
 BK3291 ** The orthometric height was determined by GPS observations using
 BK3291 ** precise GPS observation and processing techniques and a new
 BK3291 ** realization of GEOID03. It supersedes any height that may have been
 BK3291 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 BK3291;SPC LA S     -   192,839.023   818,066.244   MT  0.99993345   -0 56 42.3
 BK3291;SPC LA S     -   632,672.69  2,683,939.00   sFT  0.99993345   -0 56 42.3
 BK3291;UTM  15      - 3,343,870.332   478,498.997   MT  0.99960570   -0 06 44.9
 BK3291
 BK3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3291!SPC LA S     -   1.00000398  x   0.99993345  =   0.99993743
 BK3291!UTM  15      -   1.00000398  x   0.99960570  =   0.99960968
 BK3291
 BK3291                          SUPERSEDED SURVEY CONTROL
 BK3291
 BK3291  NAD 83(2007)-  30 13 34.27755(N)    093 13 24.37867(W) AD(       ) 0
 BK3291  ELLIP H (02/12/02)  -25.306  (m)                       GP(       ) 4 2
 BK3291  ELLIP H (01/21/93)  -25.256  (m)                       GP(       ) 4 2
 BK3291  NAD 83(1992)-  30 13 34.27536(N)    093 13 24.37431(W) AD(       ) B
 BK3291  ELLIP H (09/10/92)  -25.256  (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     3  
 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 - October 28, 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  HISTORY     - 20061028 GOOD             NGS
 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 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.
 BK3291
 BK3291                          STATION RECOVERY (2006)
 BK3291
 BK3291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK3291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2961  ___________________________________________________________________
 CQ2961  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CQ2961  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2962  ___________________________________________________________________
 CQ2962  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 CQ2962  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2968  ___________________________________________________________________
 CQ2968  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 CQ2968  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2557  ___________________________________________________________________
 BX2557  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX2557  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2787  ___________________________________________________________________
 CQ2787  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CQ2787  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 AC8242  ___________________________________________________________________
 AC8242  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AC8242  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2782  ___________________________________________________________________
 CQ2782  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CQ2782  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0771  **This station is located in a suspected subsidence area (see below).
 AV0771  ___________________________________________________________________
 AV0771  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AV0771  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0771 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0771 ** and geoid heights are valid at the date of observation. These heights
 AV0771 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3328  **This station is located in a suspected 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-         -25.020 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 AU3328 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3328 ** and geoid heights are valid at the date of observation. These heights
 AU3328 ** must always be validated when used as control.
 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 more information.
 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.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)  -25.002  (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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3329* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3329  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3329 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3329 ** and geoid heights are valid at the date of observation. These heights
 AU3329 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3930  **This station is located in a suspected subsidence area (see below).
 BJ3930  ___________________________________________________________________
 BJ3930  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ3930  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BJ3930  DYNAMIC HT  -          11.0   (meters)      36.    (feet)  COMP
 BJ3930  MODELED GRAV-     979,334.4   (mgal)                       NAVD 88
 BJ3930
 BJ3930  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 BJ3930 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3930 ** and geoid heights are valid at the date of observation. These heights
 BJ3930 ** must always be validated when used as control.
 BJ3930 ** The orthometric height has not been validated since last determined
 BJ3930 ** by differential leveling and should not be used for control purposes.
 BJ3930 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3930 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3930 ** epoch indicated which incorporates improved geoid heights for the
 BJ3930 ** Southern Louisiana Subsidence area.
 BJ3930 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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                   21.032 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4201  **This station is located in a suspected subsidence area (see below).
 BJ4201  ___________________________________________________________________
 BJ4201  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 BJ4201  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4201 ** and geoid heights are valid at the date of observation. These heights
 BJ4201 ** must always be validated when used as control.
 BJ4201 ** The orthometric height has not been validated since last determined
 BJ4201 ** by differential leveling and should not be used for control purposes.
 BJ4201 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4201 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4201 ** epoch indicated which incorporates improved geoid heights for the
 BJ4201 ** Southern Louisiana Subsidence area.
 BJ4201 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2925  **This station is located in a suspected subsidence area (see below).
 AU2925  ___________________________________________________________________
 AU2925  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AU2925  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2925 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2925 ** and geoid heights are valid at the date of observation. These heights
 AU2925 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4682  ___________________________________________________________________
 BJ4682  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BJ4682  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4680  ___________________________________________________________________
 BJ4680  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4680  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4670  ___________________________________________________________________
 BJ4670  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4670  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4672  ___________________________________________________________________
 BJ4672  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BJ4672  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4681  ___________________________________________________________________
 BJ4681  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4681  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4681+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2008
 BJ4681
 BJ4681  HISTORY     - Date     Condition        Report By
 BJ4681  HISTORY     - UNK      MONUMENTED
 BJ4681  HISTORY     - 1970     GOOD             NGS
 BJ4681  HISTORY     - 20080229 GOOD             GEOCAC
 BJ4681
 BJ4681                          STATION DESCRIPTION
 BJ4681
 BJ4681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WWS)
 BJ4681'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 BJ4681
 BJ4681                          STATION RECOVERY (2008)
 BJ4681
 BJ4681'RECOVERY NOTE BY GEOCACHING 2008 (AH)
 BJ4681'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BJ4669  ___________________________________________________________________
 BJ4669  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BJ4669  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  31 32 07.43821(N)    092 55 02.97202(W)     ADJUSTED  
 BX2768* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 BX2768  ___________________________________________________________________
 BX2768  EPOCH DATE  -        2002.00
 BX2768  X           -    -276,944.598 (meters)                     COMP
 BX2768  Y           -  -5,434,132.768 (meters)                     COMP
 BX2768  Z           -   3,316,636.141 (meters)                     COMP
 BX2768  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BX2768  ELLIP HEIGHT-           5.946 (meters)          (02/10/07) ADJUSTED
 BX2768  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BX2768
 BX2768  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX2768  Type    PID    Designation                      North   East  Ellip
 BX2768  -------------------------------------------------------------------
 BX2768  NETWORK BX2768 CLOUT                             8.15  12.19  14.09
 BX2768  -------------------------------------------------------------------
 BX2768
 BX2768.The horizontal coordinates were established by GPS observations
 BX2768.and adjusted by the National Geodetic Survey in February 2007.
 BX2768
 BX2768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX2768.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX2768.The horizontal coordinates are valid at the epoch date displayed above.
 BX2768.The epoch date for horizontal control is a decimal equivalence
 BX2768.of Year/Month/Day.
 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     -   114,876.684   960,354.822   MT  0.99993686   -0 13 14.6
 BX2768;SPC LA N     -   376,891.25  3,150,764.11   sFT  0.99993686   -0 13 14.6
 BX2768;UTM  15      - 3,488,943.066   507,832.342   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                                        2655054.8 |
 BX2768| CY4083 CLOUT RM 2                           21.388 METERS 33753     |
 BX2768|---------------------------------------------------------------------|
 BX2768
 BX2768                          SUPERSEDED SURVEY CONTROL
 BX2768
 BX2768  ELLIP H (06/26/02)    5.954  (m)                       GP(       ) 4 2
 BX2768  NAD 83(1992)-  31 32 07.43687(N)    092 55 02.96947(W) AD(       ) 2
 BX2768  ELLIP H (01/21/93)    6.062  (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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 47 08.22028(N)    090 47 04.98763(W)     ADJUSTED  
 AU0286* NAVD 88     -         4.63   (meters)      15.2    (feet)  GPS OBS(2006.81)
 AU0286  **This station is located in a suspected subsidence area (see below).
 AU0286  ___________________________________________________________________
 AU0286  EPOCH DATE  -        2002.00
 AU0286  X           -     -75,874.185 (meters)                     COMP
 AU0286  Y           -  -5,539,562.520 (meters)                     COMP
 AU0286  Z           -   3,149,760.425 (meters)                     COMP
 AU0286  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AU0286  ELLIP HEIGHT-         -21.036 (meters)          (03/12/08) ADJUSTED
 AU0286  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 AU0286
 AU0286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0286  Type    PID    Designation                      North   East  Ellip
 AU0286  -------------------------------------------------------------------
 AU0286  NETWORK AU0286 CLUB                              1.55   1.31   4.53
 AU0286  -------------------------------------------------------------------
 AU0286  ELLP ORDER  -  THIRD     CLASS I
 AU0286
 AU0286.The horizontal coordinates were established by GPS observations
 AU0286.and adjusted by the National Geodetic Survey in February 2007.
 AU0286
 AU0286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU0286.high-resolution geoid model.
 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 any height that may have been
 AU0286 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 AU0286;SPC LA S     -   142,630.579 1,053,043.413   MT  0.99993276   +0 16 27.5
 AU0286;SPC LA S     -   467,947.16  3,454,859.93   sFT  0.99993276   +0 16 27.5
 AU0286;UTM  15      - 3,297,087.468   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 3131910.4 |
 AU0286| AU0287 CLUB AZ MK                                         3174939.5 |
 AU0286| AU3200 CLUB RM 2                            16.248 METERS 32911     |
 AU0286|---------------------------------------------------------------------|
 AU0286
 AU0286                          SUPERSEDED SURVEY CONTROL
 AU0286
 AU0286  ELLIP H (02/10/07)  -21.021  (m)                       GP(       )    
 AU0286  NAD 83(1992)-  29 47 08.22026(N)    090 47 04.98763(W) AD(2004.65) B
 AU0286  ELLIP H (06/22/05)  -21.025  (m)                       GP(2004.65) 4 1
 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  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: DD = SURVEY DISK
 AU0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU0286_SP_SET: CONCRETE POST
 AU0286_STAMPING: CLUB 1972
 AU0286_MARK LOGO: LADHGS
 AU0286_PROJECTION: RECESSED 5 CENTIMETERS
 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 - April 30, 2006
 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  HISTORY     - 20060108 GOOD             NGS
 AU0286  HISTORY     - 20060430 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.
 AU0286
 AU0286                          STATION RECOVERY (2006)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DR)
 AU0286'RECOVERED AS DESCRIBED.
 AU0286
 AU0286                          STATION RECOVERY (2006)
 AU0286
 AU0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2621  **This station is located in a suspected subsidence area (see below).
 AU2621  ___________________________________________________________________
 AU2621  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2621  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2621 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2621 ** and geoid heights are valid at the date of observation. These heights
 AU2621 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0775  **This station is located in a suspected subsidence area (see below).
 AV0775  ___________________________________________________________________
 AV0775  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0775  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0775 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0775 ** and geoid heights are valid at the date of observation. These heights
 AV0775 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0851  **This station is located in a suspected subsidence area (see below).
 AV0851  ___________________________________________________________________
 AV0851  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0851  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0851 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0851 ** and geoid heights are valid at the date of observation. These heights
 AV0851 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2616  **This station is located in a suspected subsidence area (see below).
 AU2616  ___________________________________________________________________
 AU2616  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU2616  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0634  **This station is located in a suspected subsidence area (see below).
 AV0634  ___________________________________________________________________
 AV0634  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AV0634  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0634 ** and geoid heights are valid at the date of observation. These heights
 AV0634 ** must always be validated when used as control.
 AV0634 ** The orthometric height has not been validated since last determined
 AV0634 ** by differential leveling and should not be used for control purposes.
 AV0634 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0634 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0634 ** epoch indicated which incorporates improved geoid heights for the
 AV0634 ** Southern Louisiana Subsidence area.
 AV0634 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3012  **This station is located in a suspected subsidence area (see below).
 AU3012  ___________________________________________________________________
 AU3012  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AU3012  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3012 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3012 ** and geoid heights are valid at the date of observation. These heights
 AU3012 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3102  **This station is located in a suspected subsidence area (see below).
 BK3102  ___________________________________________________________________
 BK3102  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BK3102  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK3102 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3102 ** and geoid heights are valid at the date of observation. These heights
 BK3102 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0719  **This station is located in a suspected subsidence area (see below).
 AV0719  ___________________________________________________________________
 AV0719  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AV0719  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0719 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0719 ** and geoid heights are valid at the date of observation. These heights
 AV0719 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2764  **This station is located in a suspected subsidence area (see below).
 BH2764  ___________________________________________________________________
 BH2764  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2764  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2764 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2764 ** and geoid heights are valid at the date of observation. These heights
 BH2764 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1587  **This station is located in a suspected subsidence area (see below).
 BH1587  ___________________________________________________________________
 BH1587  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BH1587  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1587 ** and geoid heights are valid at the date of observation. These heights
 BH1587 ** must always be validated when used as control.
 BH1587 ** The orthometric height has not been validated since last determined
 BH1587 ** by differential leveling and should not be used for control purposes.
 BH1587 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH1587 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1587 ** epoch indicated which incorporates improved geoid heights for the
 BH1587 ** Southern Louisiana Subsidence area.
 BH1587 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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| BH1586 COCA RM 3                            20.588 METERS 08246     |
 BH1587| BH1585 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3176  **This station is located in a suspected subsidence area (see below).
 AU3176  ___________________________________________________________________
 AU3176  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3176  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3176 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3176 ** and geoid heights are valid at the date of observation. These heights
 AU3176 ** must always be validated when used as control.
 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 more information.
 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 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 22.0
 AU3176:UTM  15      -  ELLENDALE LONE METAL STK                 097 49 01.1
 AU3176
 AU3176|---------------------------------------------------------------------|
 AU3176| PID    Reference Object                     Distance      Geod. Az  |
 AU3176|                                                           dddmmss.s |
 AU3176| AU3183 ELLENDALE LONE METAL STK            APPROX. 5.1 KM 0985212.1 |
 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 2935101.8 |
 AU3176| AU3188 DONNER SAWMILL WATER TANK           APPROX. 9.8 KM 2942801.4 |
 AU3176| DD6540 COCKE RM 4                          143.110 METERS 29935     |
 AU3176| DD6536 COCKE AZ MK RESET                                  3272614.6 |
 AU3176| DD6538 COCKE RM 2                                         3280234.7 |
 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 = MARCH 13, 2009
 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(2007)-  29 14 44.19581(N)    090 39 50.94571(W)     NO CHECK  
 AU3255* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3255  **This station is located in a suspected subsidence area (see below).
 AU3255  ___________________________________________________________________
 AU3255  EPOCH DATE  -        2002.00
 AU3255  X           -     -64,558.943 (meters)                     COMP
 AU3255  Y           -  -5,569,194.369 (meters)                     COMP
 AU3255  Z           -   3,097,670.871 (meters)                     COMP
 AU3255  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU3255  ELLIP HEIGHT-         -23.790 (meters)          (02/10/07) NO CHECK
 AU3255  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 AU3255
 AU3255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3255  Type    PID    Designation                      North   East  Ellip
 AU3255  -------------------------------------------------------------------
 AU3255  NETWORK AU3255 COCODRIE                          6.74   7.43  10.27
 AU3255  -------------------------------------------------------------------
 AU3255
 AU3255.The horizontal coordinates were established by GPS observations
 AU3255.and adjusted by the National Geodetic Survey in February 2007.
 AU3255
 AU3255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3255.No horizontal observational check was made to the station.
 AU3255.The horizontal coordinates are valid at the epoch date displayed above.
 AU3255.The epoch date for horizontal control is a decimal equivalence
 AU3255.of Year/Month/Day.
 AU3255
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3255 ** and geoid heights are valid at the date of observation. These heights
 AU3255 ** must always be validated when used as control.
 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 more information.
 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
 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     -    82,838.948 1,065,050.007   MT  1.00001196   +0 20 04.6
 AU3255;SPC LA S     -   271,780.78  3,494,251.56   sFT  1.00001196   +0 20 04.6
 AU3255;UTM  15      - 3,237,459.074   727,004.663   MT  1.00023591   +1 08 30.0
 AU3255
 AU3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3255!SPC LA S     -   1.00000374  x   1.00001196  =   1.00001570
 AU3255!UTM  15      -   1.00000374  x   1.00023591  =   1.00023965
 AU3255
 AU3255                          SUPERSEDED SURVEY CONTROL
 AU3255
 AU3255  ELLIP H (07/18/02)  -23.588  (m)                       GP(       ) 4 2
 AU3255  NAD 83(1992)-  29 14 44.19494(N)    090 39 50.94439(W) AD(       ) 1
 AU3255  ELLIP H (01/21/93)  -23.728  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3446  **This station is located in a suspected subsidence area (see below).
 AU3446  ___________________________________________________________________
 AU3446  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AU3446  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3446 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3446 ** and geoid heights are valid at the date of observation. These heights
 AU3446 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0985  **This station is located in a suspected subsidence area (see below).
 AT0985  ___________________________________________________________________
 AT0985  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0985  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0985 ** and geoid heights are valid at the date of observation. These heights
 AT0985 ** must always be validated when used as control.
 AT0985 ** The orthometric height has not been validated since last determined
 AT0985 ** by differential leveling and should not be used for control purposes.
 AT0985 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0985 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0985 ** epoch indicated which incorporates improved geoid heights for the
 AT0985 ** Southern Louisiana Subsidence area.
 AT0985 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0989* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0989  **This station is located in a suspected subsidence area (see below).
 AT0989  ___________________________________________________________________
 AT0989  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AT0989  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0989 ** and geoid heights are valid at the date of observation. These heights
 AT0989 ** must always be validated when used as control.
 AT0989 ** The orthometric height has not been validated since last determined
 AT0989 ** by differential leveling and should not be used for control purposes.
 AT0989 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0989 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0989 ** epoch indicated which incorporates improved geoid heights for the
 AT0989 ** Southern Louisiana Subsidence area.
 AT0989 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  29 41 05.34230(N)    091 13 13.86553(W)     ADJUSTED  
 AI6954* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AI6954  **This station is located in a suspected subsidence area (see below).
 AI6954  ___________________________________________________________________
 AI6954  EPOCH DATE  -        2002.00
 AI6954  X           -    -118,124.224 (meters)                     COMP
 AI6954  Y           -  -5,544,362.805 (meters)                     COMP
 AI6954  Z           -   3,140,056.557 (meters)                     COMP
 AI6954  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AI6954  ELLIP HEIGHT-         -24.519 (meters)          (02/10/07) ADJUSTED
 AI6954  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 AI6954
 AI6954  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI6954  Type    PID    Designation                      North   East  Ellip
 AI6954  -------------------------------------------------------------------
 AI6954  NETWORK AI6954 COE 93 13A                        1.39   1.22   2.37
 AI6954  -------------------------------------------------------------------
 AI6954
 AI6954.The horizontal coordinates were established by GPS observations
 AI6954.and adjusted by the National Geodetic Survey in February 2007.
 AI6954
 AI6954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI6954.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI6954.The horizontal coordinates are valid at the epoch date displayed above.
 AI6954.The epoch date for horizontal control is a decimal equivalence
 AI6954.of Year/Month/Day.
 AI6954
 AI6954.The orthometric height was determined by GPS observations and a
 AI6954.high-resolution geoid model.
 AI6954 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AI6954 ** and geoid heights are valid at the date of observation. These heights
 AI6954 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,336.269 1,010,918.697   MT  0.99994086   +0 03 23.1
 AI6954;SPC LA S     -   430,892.41  3,316,655.76   sFT  0.99994086   +0 03 23.1
 AI6954;UTM  15      - 3,285,185.794   672,180.853   MT  0.99996580   +0 52 53.3
 AI6954
 AI6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6954!SPC LA S     -   1.00000385  x   0.99994086  =   0.99994471
 AI6954!UTM  15      -   1.00000385  x   0.99996580  =   0.99996965
 AI6954
 AI6954:                Primary Azimuth Mark                     Grid Az
 AI6954:SPC LA S     -  L060                                     214 19 46.3
 AI6954:UTM  15      -  L060                                     213 30 16.1
 AI6954
 AI6954|---------------------------------------------------------------------|
 AI6954| PID    Reference Object                     Distance      Geod. Az  |
 AI6954|                                                           dddmmss.s |
 AI6954| AI6939 L060                                APPROX. 0.6 KM 2142309.4 |
 AI6954|---------------------------------------------------------------------|
 AI6954
 AI6954                          SUPERSEDED SURVEY CONTROL
 AI6954
 AI6954  ELLIP H (02/20/02)  -24.564  (m)                       GP(       ) 4 1
 AI6954  NAD 83(1992)-  29 41 05.34207(N)    091 13 13.86370(W) AD(       ) 1
 AI6954  ELLIP H (07/31/00)  -24.509  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1233  **This station is located in a suspected subsidence area (see below).
 AT1233  ___________________________________________________________________
 AT1233  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AT1233  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1233 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1233 ** and geoid heights are valid at the date of observation. These heights
 AT1233 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4838  **This station is located in a suspected subsidence area (see below).
 BJ4838  ___________________________________________________________________
 BJ4838  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BJ4838  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4838 ** and geoid heights are valid at the date of observation. These heights
 BJ4838 ** must always be validated when used as control.
 BJ4838 ** The orthometric height has not been validated since last determined
 BJ4838 ** by differential leveling and should not be used for control purposes.
 BJ4838 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4838 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4838 ** epoch indicated which incorporates improved geoid heights for the
 BJ4838 ** Southern Louisiana Subsidence area.
 BJ4838 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2757  ___________________________________________________________________
 BX2757  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2757  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2733  ___________________________________________________________________
 BX2733  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BX2733  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2736  ___________________________________________________________________
 BX2736  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BX2736  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3129  ___________________________________________________________________
 CP3129  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CP3129  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4405  **This station is located in a suspected subsidence area (see below).
 BJ4405  ___________________________________________________________________
 BJ4405  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BJ4405  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4405 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4405 ** and geoid heights are valid at the date of observation. These heights
 BJ4405 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  31 18 51.82311(N)    092 33 33.62475(W)     ADJUSTED  
 BX1050* NAVD 88     -        26.5    (meters)      87.     (feet)  GPS OBS   
 BX1050  ___________________________________________________________________
 BX1050  EPOCH DATE  -        2002.00
 BX1050  X           -    -243,541.296 (meters)                     COMP
 BX1050  Y           -  -5,448,516.127 (meters)                     COMP
 BX1050  Z           -   3,295,723.079 (meters)                     COMP
 BX1050  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX1050  ELLIP HEIGHT-           0.186 (meters)          (02/10/07) ADJUSTED
 BX1050  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BX1050
 BX1050  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX1050  Type    PID    Designation                      North   East  Ellip
 BX1050  -------------------------------------------------------------------
 BX1050  NETWORK BX1050 COLONY                            0.51   0.45   1.65
 BX1050  -------------------------------------------------------------------
 BX1050
 BX1050.The horizontal coordinates were established by GPS observations
 BX1050.and adjusted by the National Geodetic Survey in February 2007.
 BX1050
 BX1050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX1050.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX1050.The horizontal coordinates are valid at the epoch date displayed above.
 BX1050.The epoch date for horizontal control is a decimal equivalence
 BX1050.of Year/Month/Day.
 BX1050
 BX1050.The orthometric height was determined by GPS observations and a
 BX1050.high-resolution geoid model.
 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     -    90,298.801   994,351.607   MT  0.99996979   -0 01 52.9
 BX1050;SPC LA N     -   296,255.32  3,262,301.90   sFT  0.99996979   -0 01 52.9
 BX1050;SPC LA S     -   312,611.371   883,277.261   MT  1.00018845   -0 36 46.9
 BX1050;SPC LA S     - 1,025,625.81  2,897,885.48   sFT  1.00018845   -0 36 46.9
 BX1050;UTM  15      - 3,464,529.484   541,929.595   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 0550125.0 |
 BX1050| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 2.5 KM 0604022.5 |
 BX1050| BX2648 PINEVILLE CAMP BEAUREGARD TK        APPROX.16.7 KM 0670213.3 |
 BX1050| BX2650 CROSS                               APPROX.10.6 KM 0910558.8 |
 BX1050| BX2656 GUARANTY                            APPROX.10.9 KM 0914413.7 |
 BX1050| CY4119 COLONY RM 2                          72.994 METERS 12055     |
 BX1050| BX2716 LONE OIL DERRICK NW GARDNER TR      APPROX.12.5 KM 2045447.5 |
 BX1050| CY4117 COLONY AZ MK                                       2113538.1 |
 BX1050| BX2697 COLONY ST HOSP TANK                  21.610 METERS 24701     |
 BX1050| CY4118 COLONY AZ MK 2                                     3134216.0 |
 BX1050|---------------------------------------------------------------------|
 BX1050
 BX1050                          SUPERSEDED SURVEY CONTROL
 BX1050
 BX1050  ELLIP H (06/20/00)    0.175  (m)                       GP(       ) 3 1
 BX1050  NAD 83(1992)-  31 18 51.82231(N)    092 33 33.62429(W) AD(       ) B
 BX1050  ELLIP H (09/10/92)    0.279  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -25.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  29 36 30.85070(N)    090 50 49.20904(W)     ADJUSTED  
 AH6176* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6176  **This station is located in a suspected subsidence area (see below).
 AH6176  ___________________________________________________________________
 AH6176  EPOCH DATE  -        2002.00
 AH6176  X           -     -82,039.640 (meters)                     COMP
 AH6176  Y           -  -5,549,195.689 (meters)                     COMP
 AH6176  Z           -   3,132,711.452 (meters)                     COMP
 AH6176  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6176  ELLIP HEIGHT-         -24.018 (meters)          (02/10/07) ADJUSTED
 AH6176  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6176
 AH6176  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6176  Type    PID    Designation                      North   East  Ellip
 AH6176  -------------------------------------------------------------------
 AH6176  NETWORK AH6176 COLUMBIA                          0.90   0.94   2.14
 AH6176  -------------------------------------------------------------------
 AH6176
 AH6176.The horizontal coordinates were established by GPS observations
 AH6176.and adjusted by the National Geodetic Survey in February 2007.
 AH6176
 AH6176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6176.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6176.The horizontal coordinates are valid at the epoch date displayed above.
 AH6176.The epoch date for horizontal control is a decimal equivalence
 AH6176.of Year/Month/Day.
 AH6176
 AH6176.The orthometric height was determined by GPS observations and a
 AH6176.high-resolution geoid model.
 AH6176 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6176 ** and geoid heights are valid at the date of observation. These heights
 AH6176 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,979.533 1,047,104.766   MT  0.99994903   +0 14 35.4
 AH6176;SPC LA S     -   403,475.35  3,435,376.22   sFT  0.99994903   +0 14 35.4
 AH6176;UTM  15      - 3,277,348.915   708,486.992   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 (02/21/02)  -23.998  (m)                       GP(       ) 5 1
 AH6176  NAD 83(1992)-  29 36 30.85078(N)    090 50 49.20815(W) AD(       ) 1
 AH6176  ELLIP H (12/17/98)  -23.966  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2780  ___________________________________________________________________
 CQ2780  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 CQ2780  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2778  ___________________________________________________________________
 CQ2778  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CQ2778  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2773  ___________________________________________________________________
 CQ2773  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 CQ2773  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2779  ___________________________________________________________________
 CQ2779  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CQ2779  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0923  **This station is located in a suspected subsidence area (see below).
 AT0923  ___________________________________________________________________
 AT0923  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0923  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0923 ** and geoid heights are valid at the date of observation. These heights
 AT0923 ** must always be validated when used as control.
 AT0923 ** The orthometric height has not been validated since last determined
 AT0923 ** by differential leveling and should not be used for control purposes.
 AT0923 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0923 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0923 ** epoch indicated which incorporates improved geoid heights for the
 AT0923 ** Southern Louisiana Subsidence area.
 AT0923 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0922* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0922  **This station is located in a suspected subsidence area (see below).
 AT0922  ___________________________________________________________________
 AT0922  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AT0922  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0922 ** and geoid heights are valid at the date of observation. These heights
 AT0922 ** must always be validated when used as control.
 AT0922 ** The orthometric height has not been validated since last determined
 AT0922 ** by differential leveling and should not be used for control purposes.
 AT0922 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0922 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0922 ** epoch indicated which incorporates improved geoid heights for the
 AT0922 ** Southern Louisiana Subsidence area.
 AT0922 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0990* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0990  **This station is located in a suspected subsidence area (see below).
 AT0990  ___________________________________________________________________
 AT0990  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AT0990  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0990 ** and geoid heights are valid at the date of observation. These heights
 AT0990 ** must always be validated when used as control.
 AT0990 ** The orthometric height has not been validated since last determined
 AT0990 ** by differential leveling and should not be used for control purposes.
 AT0990 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0990 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0990 ** epoch indicated which incorporates improved geoid heights for the
 AT0990 ** Southern Louisiana Subsidence area.
 AT0990 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3994  **This station is located in a suspected subsidence area (see below).
 BJ3994  ___________________________________________________________________
 BJ3994  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BJ3994  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3994  DYNAMIC HT  -          15.6   (meters)      51.    (feet)  COMP
 BJ3994  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3994
 BJ3994  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 BJ3994 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3994 ** and geoid heights are valid at the date of observation. These heights
 BJ3994 ** must always be validated when used as control.
 BJ3994 ** The orthometric height has not been validated since last determined
 BJ3994 ** by differential leveling and should not be used for control purposes.
 BJ3994 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3994 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3994 ** epoch indicated which incorporates improved geoid heights for the
 BJ3994 ** Southern Louisiana Subsidence area.
 BJ3994 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 33 50.57511(N)    090 36 07.78279(W)     ADJUSTED  
 AH6239* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6239  **This station is located in a suspected subsidence area (see below).
 AH6239  ___________________________________________________________________
 AH6239  EPOCH DATE  -        2002.00
 AH6239  X           -     -58,351.331 (meters)                     COMP
 AH6239  Y           -  -5,551,932.133 (meters)                     COMP
 AH6239  Z           -   3,128,420.040 (meters)                     COMP
 AH6239  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AH6239  ELLIP HEIGHT-         -23.877 (meters)          (02/10/07) ADJUSTED
 AH6239  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6239
 AH6239  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6239  Type    PID    Designation                      North   East  Ellip
 AH6239  -------------------------------------------------------------------
 AH6239  NETWORK AH6239 COMPANY                           1.18   1.35   2.80
 AH6239  -------------------------------------------------------------------
 AH6239
 AH6239.The horizontal coordinates were established by GPS observations
 AH6239.and adjusted by the National Geodetic Survey in February 2007.
 AH6239
 AH6239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6239.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6239.The horizontal coordinates are valid at the epoch date displayed above.
 AH6239.The epoch date for horizontal control is a decimal equivalence
 AH6239.of Year/Month/Day.
 AH6239
 AH6239.The orthometric height was determined by GPS observations and a
 AH6239.high-resolution geoid model.
 AH6239 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6239 ** and geoid heights are valid at the date of observation. These heights
 AH6239 ** must always be validated when used as control.
 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 more information.
 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
 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     -   118,170.903 1,070,850.626   MT  0.99995461   +0 21 56.1
 AH6239;SPC LA S     -   387,699.04  3,513,282.43   sFT  0.99995461   +0 21 56.1
 AH6239;UTM  15      - 3,272,879.297   732,305.109   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                              363.110 METERS 18134     |
 AH6239|---------------------------------------------------------------------|
 AH6239
 AH6239                          SUPERSEDED SURVEY CONTROL
 AH6239
 AH6239  ELLIP H (02/21/02)  -23.855  (m)                       GP(       ) 5 1
 AH6239  NAD 83(1992)-  29 33 50.57550(N)    090 36 07.78190(W) AD(       ) 1
 AH6239  ELLIP H (12/17/98)  -23.796  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0735  **This station is located in a suspected subsidence area (see below).
 AV0735  ___________________________________________________________________
 AV0735  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AV0735  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0735 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0735 ** and geoid heights are valid at the date of observation. These heights
 AV0735 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2537  ___________________________________________________________________
 BW2537  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BW2537  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2542  ___________________________________________________________________
 BW2542  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BW2542  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4922  **This station is located in a suspected subsidence area (see below).
 BJ4922  ___________________________________________________________________
 BJ4922  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4922  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4922 ** and geoid heights are valid at the date of observation. These heights
 BJ4922 ** must always be validated when used as control.
 BJ4922 ** The orthometric height has not been validated since last determined
 BJ4922 ** by differential leveling and should not be used for control purposes.
 BJ4922 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4922 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4922 ** epoch indicated which incorporates improved geoid heights for the
 BJ4922 ** Southern Louisiana Subsidence area.
 BJ4922 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4934  **This station is located in a suspected subsidence area (see below).
 BJ4934  ___________________________________________________________________
 BJ4934  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ4934  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4934 ** and geoid heights are valid at the date of observation. These heights
 BJ4934 ** must always be validated when used as control.
 BJ4934 ** The orthometric height has not been validated since last determined
 BJ4934 ** by differential leveling and should not be used for control purposes.
 BJ4934 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4934 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4934 ** epoch indicated which incorporates improved geoid heights for the
 BJ4934 ** Southern Louisiana Subsidence area.
 BJ4934 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4977  **This station is located in a suspected subsidence area (see below).
 BJ4977  ___________________________________________________________________
 BJ4977  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BJ4977  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4977 ** and geoid heights are valid at the date of observation. These heights
 BJ4977 ** must always be validated when used as control.
 BJ4977 ** The orthometric height has not been validated since last determined
 BJ4977 ** by differential leveling and should not be used for control purposes.
 BJ4977 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4977 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4977 ** epoch indicated which incorporates improved geoid heights for the
 BJ4977 ** Southern Louisiana Subsidence area.
 BJ4977 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3292  **This station is located in a suspected subsidence area (see below).
 BK3292  ___________________________________________________________________
 BK3292  X           -    -313,415.803 (meters)                     COMP
 BK3292  Y           -  -5,505,829.018 (meters)                     COMP
 BK3292  Z           -   3,193,619.536 (meters)                     COMP
 BK3292  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BK3292  ELLIP HEIGHT-         -23.944 (meters)          (06/26/02) ADJUSTED
 BK3292  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3292 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3292 ** and geoid heights are valid at the date of observation. These heights
 BK3292 ** must always be validated when used as control.
 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 more information.
 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
 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)  -23.928  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0837  **This station is located in a suspected subsidence area (see below).
 AV0837  ___________________________________________________________________
 AV0837  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0837  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0837 ** and geoid heights are valid at the date of observation. These heights
 AV0837 ** must always be validated when used as control.
 AV0837 ** The orthometric height has not been validated since last determined
 AV0837 ** by differential leveling and should not be used for control purposes.
 AV0837 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0837 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0837 ** epoch indicated which incorporates improved geoid heights for the
 AV0837 ** Southern Louisiana Subsidence area.
 AV0837 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0709  **This station is located in a suspected subsidence area (see below).
 AV0709  ___________________________________________________________________
 AV0709  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AV0709  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0709 ** and geoid heights are valid at the date of observation. These heights
 AV0709 ** must always be validated when used as control.
 AV0709 ** The orthometric height has not been validated since last determined
 AV0709 ** by differential leveling and should not be used for control purposes.
 AV0709 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0709 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0709 ** epoch indicated which incorporates improved geoid heights for the
 AV0709 ** Southern Louisiana Subsidence area.
 AV0709 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0714  **This station is located in a suspected subsidence area (see below).
 AV0714  ___________________________________________________________________
 AV0714  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AV0714  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4465  **This station is located in a suspected subsidence area (see below).
 BJ4465  ___________________________________________________________________
 BJ4465  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BJ4465  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX3012  ___________________________________________________________________
 BX3012  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BX3012  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2550  **This station is located in a suspected subsidence area (see below).
 AU2550  ___________________________________________________________________
 AU2550  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AU2550  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2550 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2550 ** and geoid heights are valid at the date of observation. These heights
 AU2550 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1017  **This station is located in a suspected subsidence area (see below).
 AT1017  ___________________________________________________________________
 AT1017  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1017  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1017 ** and geoid heights are valid at the date of observation. These heights
 AT1017 ** must always be validated when used as control.
 AT1017 ** The orthometric height has not been validated since last determined
 AT1017 ** by differential leveling and should not be used for control purposes.
 AT1017 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1017 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1017 ** epoch indicated which incorporates improved geoid heights for the
 AT1017 ** Southern Louisiana Subsidence area.
 AT1017 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2842  **This station is located in a suspected subsidence area (see below).
 BH2842  ___________________________________________________________________
 BH2842  X           -       7,430.236 (meters)                     COMP
 BH2842  Y           -  -5,524,003.917 (meters)                     COMP
 BH2842  Z           -   3,177,682.646 (meters)                     COMP
 BH2842  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH2842  ELLIP HEIGHT-         -18.557 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 BH2842 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2842 ** and geoid heights are valid at the date of observation. These heights
 BH2842 ** must always be validated when used as control.
 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 more information.
 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 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)  -18.533  (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)  -18.534  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1229  **This station is located in a suspected subsidence area (see below).
 AT1229  ___________________________________________________________________
 AT1229  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AT1229  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1229 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1229 ** and geoid heights are valid at the date of observation. These heights
 AT1229 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3072  **This station is located in a suspected subsidence area (see below).
 AU3072  ___________________________________________________________________
 AU3072  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3072  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3072 ** and geoid heights are valid at the date of observation. These heights
 AU3072 ** must always be validated when used as control.
 AU3072 ** The orthometric height has not been validated since last determined
 AU3072 ** by differential leveling and should not be used for control purposes.
 AU3072 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3072 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3072 ** epoch indicated which incorporates improved geoid heights for the
 AU3072 ** Southern Louisiana Subsidence area.
 AU3072 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3094  **This station is located in a suspected subsidence area (see below).
 AU3094  ___________________________________________________________________
 AU3094  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3094  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3094 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3094 ** and geoid heights are valid at the date of observation. These heights
 AU3094 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0980  **This station is located in a suspected subsidence area (see below).
 AV0980  ___________________________________________________________________
 AV0980  X           -    -323,719.074 (meters)                     COMP
 AV0980  Y           -  -5,520,418.158 (meters)                     COMP
 AV0980  Z           -   3,167,471.015 (meters)                     COMP
 AV0980  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AV0980  ELLIP HEIGHT-         -25.987 (meters)          (06/26/02) ADJUSTED
 AV0980  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0980 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0980 ** and geoid heights are valid at the date of observation. These heights
 AV0980 ** must always be validated when used as control.
 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 more information.
 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 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)  -25.931  (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 = MARCH 13, 2009
 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)     NO CHECK  
 AV0579* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AV0579  **This station is located in a suspected 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 was scaled from a topographic map.
 AV0579 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0579 ** and geoid heights are valid at the date of observation. These heights
 AV0579 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1279  **This station is located in a suspected subsidence area (see below).
 AT1279  ___________________________________________________________________
 AT1279  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AT1279  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1279 ** and geoid heights are valid at the date of observation. These heights
 AT1279 ** must always be validated when used as control.
 AT1279 ** The orthometric height has not been validated since last determined
 AT1279 ** by differential leveling and should not be used for control purposes.
 AT1279 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1279 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1279 ** epoch indicated which incorporates improved geoid heights for the
 AT1279 ** Southern Louisiana Subsidence area.
 AT1279 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3296  **This station is located in a suspected subsidence area (see below).
 BJ3296  ___________________________________________________________________
 BJ3296  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3296  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3296  DYNAMIC HT  -          42.0   (meters)     138.    (feet)  COMP
 BJ3296  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3296
 BJ3296  HORZ ORDER  -  SECOND
 BJ3296  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3296 ** and geoid heights are valid at the date of observation. These heights
 BJ3296 ** must always be validated when used as control.
 BJ3296 ** The orthometric height has not been validated since last determined
 BJ3296 ** by differential leveling and should not be used for control purposes.
 BJ3296 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3296 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3296 ** epoch indicated which incorporates improved geoid heights for the
 BJ3296 ** Southern Louisiana Subsidence area.
 BJ3296 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3296.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3294* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3294  **This station is located in a suspected subsidence area (see below).
 BJ3294  ___________________________________________________________________
 BJ3294  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ3294  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3294  DYNAMIC HT  -          39.6   (meters)     130.    (feet)  COMP
 BJ3294  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3294
 BJ3294  HORZ ORDER  -  SECOND
 BJ3294  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3294 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3294 ** and geoid heights are valid at the date of observation. These heights
 BJ3294 ** must always be validated when used as control.
 BJ3294 ** The orthometric height has not been validated since last determined
 BJ3294 ** by differential leveling and should not be used for control purposes.
 BJ3294 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3294 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3294 ** epoch indicated which incorporates improved geoid heights for the
 BJ3294 ** Southern Louisiana Subsidence area.
 BJ3294 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3294.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3295* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3295  **This station is located in a suspected subsidence area (see below).
 BJ3295  ___________________________________________________________________
 BJ3295  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3295  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3295  DYNAMIC HT  -          41.9   (meters)     137.    (feet)  COMP
 BJ3295  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3295
 BJ3295  HORZ ORDER  -  SECOND
 BJ3295  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3295 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3295 ** and geoid heights are valid at the date of observation. These heights
 BJ3295 ** must always be validated when used as control.
 BJ3295 ** The orthometric height has not been validated since last determined
 BJ3295 ** by differential leveling and should not be used for control purposes.
 BJ3295 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3295 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3295 ** epoch indicated which incorporates improved geoid heights for the
 BJ3295 ** Southern Louisiana Subsidence area.
 BJ3295 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3295.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3297* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3297  **This station is located in a suspected subsidence area (see below).
 BJ3297  ___________________________________________________________________
 BJ3297  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3297  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3297  DYNAMIC HT  -          41.9   (meters)     137.    (feet)  COMP
 BJ3297  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3297
 BJ3297  HORZ ORDER  -  SECOND
 BJ3297  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3297 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3297 ** and geoid heights are valid at the date of observation. These heights
 BJ3297 ** must always be validated when used as control.
 BJ3297 ** The orthometric height has not been validated since last determined
 BJ3297 ** by differential leveling and should not be used for control purposes.
 BJ3297 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3297 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3297 ** epoch indicated which incorporates improved geoid heights for the
 BJ3297 ** Southern Louisiana Subsidence area.
 BJ3297 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3297.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3298  **This station is located in a suspected subsidence area (see below).
 BJ3298  ___________________________________________________________________
 BJ3298  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BJ3298  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BJ3298  DYNAMIC HT  -          41.5   (meters)     136.    (feet)  COMP
 BJ3298  MODELED GRAV-     979,347.2   (mgal)                       NAVD 88
 BJ3298
 BJ3298  HORZ ORDER  -  SECOND
 BJ3298  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3298 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3298 ** and geoid heights are valid at the date of observation. These heights
 BJ3298 ** must always be validated when used as control.
 BJ3298 ** The orthometric height has not been validated since last determined
 BJ3298 ** by differential leveling and should not be used for control purposes.
 BJ3298 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3298 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3298 ** epoch indicated which incorporates improved geoid heights for the
 BJ3298 ** Southern Louisiana Subsidence area.
 BJ3298 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3298.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 RM 2                            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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 52 46.02297(N)    090 47 17.63384(W)     ADJUSTED  
 BJ3570* NAVD 88     -        72.012  (meters)     236.26   (feet)  ADJUSTED  
 BJ3570  ___________________________________________________________________
 BJ3570  EPOCH DATE  -        2002.00
 BJ3570  X           -     -75,372.164 (meters)                     COMP
 BJ3570  Y           -  -5,478,382.666 (meters)                     COMP
 BJ3570  Z           -   3,254,453.178 (meters)                     COMP
 BJ3570  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ3570  ELLIP HEIGHT-          44.851 (meters)          (02/10/07) ADJUSTED
 BJ3570  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3570  DYNAMIC HT  -          71.919 (meters)     235.95  (feet)  COMP
 BJ3570
 BJ3570  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3570  Type    PID    Designation                      North   East  Ellip
 BJ3570  -------------------------------------------------------------------
 BJ3570  NETWORK BJ3570 CORNETTE                          6.25   3.29  11.25
 BJ3570  -------------------------------------------------------------------
 BJ3570  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BJ3570
 BJ3570  VERT ORDER  -  SECOND    CLASS I
 BJ3570
 BJ3570.The horizontal coordinates were established by GPS observations
 BJ3570.and adjusted by the National Geodetic Survey in February 2007.
 BJ3570
 BJ3570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3570.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3570.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3570.The epoch date for horizontal control is a decimal equivalence
 BJ3570.of Year/Month/Day.
 BJ3570
 BJ3570.The orthometric height was determined by differential leveling
 BJ3570.and adjusted 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     -   263,882.793 1,052,126.960   MT  1.00004309   +0 16 21.2
 BJ3570;SPC LA S     -   865,755.46  3,451,853.20   sFT  1.00004309   +0 16 21.2
 BJ3570;UTM  15      - 3,418,337.365   711,439.000   MT  1.00015150   +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   1.00015150  =   1.00014446
 BJ3570
 BJ3570:                Primary Azimuth Mark                     Grid Az
 BJ3570:SPC LA S     -  CORNETTE AZ MK                           100 55 46.6
 BJ3570:UTM  15      -  CORNETTE AZ MK                           100 03 59.7
 BJ3570
 BJ3570|---------------------------------------------------------------------|
 BJ3570| PID    Reference Object                     Distance      Geod. Az  |
 BJ3570|                                                           dddmmss.s |
 BJ3570| BJ3568 CORNETTE AZ MK                      APPROX. 0.6 KM 1011207.8 |
 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 (02/21/02)   44.826  (m)                       GP(       ) 4 1
 BJ3570  NAD 83(1992)-  30 52 46.02322(N)    090 47 17.63318(W) AD(       ) 1
 BJ3570  ELLIP H (05/13/94)   44.899  (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)   44.908  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2960  ___________________________________________________________________
 CQ2960  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CQ2960  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4189  **This station is located in a suspected subsidence area (see below).
 BJ4189  ___________________________________________________________________
 BJ4189  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4189  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4189 ** and geoid heights are valid at the date of observation. These heights
 BJ4189 ** must always be validated when used as control.
 BJ4189 ** The orthometric height has not been validated since last determined
 BJ4189 ** by differential leveling and should not be used for control purposes.
 BJ4189 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4189 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4189 ** epoch indicated which incorporates improved geoid heights for the
 BJ4189 ** Southern Louisiana Subsidence area.
 BJ4189 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4191  **This station is located in a suspected subsidence area (see below).
 BJ4191  ___________________________________________________________________
 BJ4191  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ4191  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4191 ** and geoid heights are valid at the date of observation. These heights
 BJ4191 ** must always be validated when used as control.
 BJ4191 ** The orthometric height has not been validated since last determined
 BJ4191 ** by differential leveling and should not be used for control purposes.
 BJ4191 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4191 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4191 ** epoch indicated which incorporates improved geoid heights for the
 BJ4191 ** Southern Louisiana Subsidence area.
 BJ4191 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 36 16.35600(N)    090 39 41.44520(W)     ADJUSTED  
 AH6427* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6427  **This station is located in a suspected subsidence area (see below).
 AH6427  ___________________________________________________________________
 AH6427  EPOCH DATE  -        2002.00
 AH6427  X           -     -64,076.762 (meters)                     COMP
 AH6427  Y           -  -5,549,652.633 (meters)                     COMP
 AH6427  Z           -   3,132,323.397 (meters)                     COMP
 AH6427  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6427  ELLIP HEIGHT-         -24.072 (meters)          (02/10/07) ADJUSTED
 AH6427  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6427
 AH6427  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6427  Type    PID    Designation                      North   East  Ellip
 AH6427  -------------------------------------------------------------------
 AH6427  NETWORK AH6427 COTB 01                           1.20   1.25   2.65
 AH6427  -------------------------------------------------------------------
 AH6427
 AH6427.The horizontal coordinates were established by GPS observations
 AH6427.and adjusted by the National Geodetic Survey in February 2007.
 AH6427
 AH6427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6427.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6427.The horizontal coordinates are valid at the epoch date displayed above.
 AH6427.The epoch date for horizontal control is a decimal equivalence
 AH6427.of Year/Month/Day.
 AH6427
 AH6427.The orthometric height was determined by GPS observations and a
 AH6427.high-resolution geoid model.
 AH6427 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6427 ** and geoid heights are valid at the date of observation. These heights
 AH6427 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,624.056 1,065,073.290   MT  0.99994951   +0 20 09.3
 AH6427;SPC LA S     -   402,309.09  3,494,327.95   sFT  0.99994951   +0 20 09.3
 AH6427;UTM  15      - 3,277,250.722   726,462.982   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 (02/21/02)  -24.051  (m)                       GP(       ) 5 1
 AH6427  NAD 83(1992)-  29 36 16.35629(N)    090 39 41.44410(W) AD(       ) 1
 AH6427  ELLIP H (12/17/98)  -23.974  (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 = MARCH 13, 2009
 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(2007)-  29 36 56.83884(N)    090 40 42.73440(W)     ADJUSTED  
 AH6423* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6423  **This station is located in a suspected subsidence area (see below).
 AH6423  ___________________________________________________________________
 AH6423  EPOCH DATE  -        2002.00
 AH6423  X           -     -65,718.482 (meters)                     COMP
 AH6423  Y           -  -5,549,017.587 (meters)                     COMP
 AH6423  Z           -   3,133,407.143 (meters)                     COMP
 AH6423  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6423  ELLIP HEIGHT-         -23.982 (meters)          (02/10/07) ADJUSTED
 AH6423  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6423
 AH6423  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6423  Type    PID    Designation                      North   East  Ellip
 AH6423  -------------------------------------------------------------------
 AH6423  NETWORK AH6423 COTB 02                           1.12   1.22   2.51
 AH6423  -------------------------------------------------------------------
 AH6423
 AH6423.The horizontal coordinates were established by GPS observations
 AH6423.and adjusted by the National Geodetic Survey in February 2007.
 AH6423
 AH6423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6423.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6423.The horizontal coordinates are valid at the epoch date displayed above.
 AH6423.The epoch date for horizontal control is a decimal equivalence
 AH6423.of Year/Month/Day.
 AH6423
 AH6423.The orthometric height was determined by GPS observations and a
 AH6423.high-resolution geoid model.
 AH6423 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6423 ** and geoid heights are valid at the date of observation. These heights
 AH6423 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,860.914 1,063,417.148   MT  0.99994818   +0 19 38.7
 AH6423;SPC LA S     -   406,367.02  3,488,894.43   sFT  0.99994818   +0 19 38.7
 AH6423;UTM  15      - 3,278,464.090   724,788.839   MT  1.00022351   +1 08 51.7
 AH6423
 AH6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6423!SPC LA S     -   1.00000377  x   0.99994818  =   0.99995195
 AH6423!UTM  15      -   1.00000377  x   1.00022351  =   1.00022728
 AH6423
 AH6423:                Primary Azimuth Mark                     Grid Az
 AH6423:SPC LA S     -  COTB 03                                  309 27 12.4
 AH6423:UTM  15      -  COTB 03                                  308 37 59.4
 AH6423
 AH6423|---------------------------------------------------------------------|
 AH6423| PID    Reference Object                     Distance      Geod. Az  |
 AH6423|                                                           dddmmss.s |
 AH6423| AH6410 COTB 03                             APPROX. 0.9 KM 3094651.1 |
 AH6423|---------------------------------------------------------------------|
 AH6423
 AH6423                          SUPERSEDED SURVEY CONTROL
 AH6423
 AH6423  ELLIP H (02/21/02)  -23.966  (m)                       GP(       ) 5 1
 AH6423  NAD 83(1992)-  29 36 56.83910(N)    090 40 42.73328(W) AD(       ) 1
 AH6423  ELLIP H (12/17/98)  -23.881  (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 = MARCH 13, 2009
 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(2007)-  29 37 14.69979(N)    090 41 07.28703(W)     ADJUSTED  
 AH6410* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6410  **This station is located in a suspected subsidence area (see below).
 AH6410  ___________________________________________________________________
 AH6410  EPOCH DATE  -        2002.00
 AH6410  X           -     -66,375.754 (meters)                     COMP
 AH6410  Y           -  -5,548,737.867 (meters)                     COMP
 AH6410  Z           -   3,133,885.185 (meters)                     COMP
 AH6410  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6410  ELLIP HEIGHT-         -24.077 (meters)          (02/10/07) ADJUSTED
 AH6410  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6410
 AH6410  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6410  Type    PID    Designation                      North   East  Ellip
 AH6410  -------------------------------------------------------------------
 AH6410  NETWORK AH6410 COTB 03                           1.39   1.49   3.31
 AH6410  -------------------------------------------------------------------
 AH6410
 AH6410.The horizontal coordinates were established by GPS observations
 AH6410.and adjusted by the National Geodetic Survey in February 2007.
 AH6410
 AH6410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6410.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6410.The horizontal coordinates are valid at the epoch date displayed above.
 AH6410.The epoch date for horizontal control is a decimal equivalence
 AH6410.of Year/Month/Day.
 AH6410
 AH6410.The orthometric height was determined by GPS observations and a
 AH6410.high-resolution geoid model.
 AH6410 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6410 ** and geoid heights are valid at the date of observation. These heights
 AH6410 ** must always be validated when used as control.
 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 more information.
 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
 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     -   124,407.070 1,062,753.510   MT  0.99994761   +0 19 26.4
 AH6410;SPC LA S     -   408,158.86  3,486,717.14   sFT  0.99994761   +0 19 26.4
 AH6410;UTM  15      - 3,279,000.835   724,117.265   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 12.5
 AH6410:UTM  15      -  COTB 02                                  128 37 58.7
 AH6410
 AH6410|---------------------------------------------------------------------|
 AH6410| PID    Reference Object                     Distance      Geod. Az  |
 AH6410|                                                           dddmmss.s |
 AH6410| AH6423 COTB 02                             APPROX. 0.9 KM 1294638.9 |
 AH6410|---------------------------------------------------------------------|
 AH6410
 AH6410                          SUPERSEDED SURVEY CONTROL
 AH6410
 AH6410  ELLIP H (02/21/02)  -24.061  (m)                       GP(       ) 5 1
 AH6410  NAD 83(1992)-  29 37 14.70008(N)    090 41 07.28591(W) AD(       ) 1
 AH6410  ELLIP H (12/17/98)  -23.977  (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 = MARCH 13, 2009
 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(2007)-  29 37 28.31819(N)    090 41 35.81345(W)     ADJUSTED  
 AH6411* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6411  **This station is located in a suspected subsidence area (see below).
 AH6411  ___________________________________________________________________
 AH6411  EPOCH DATE  -        2002.00
 AH6411  X           -     -67,140.636 (meters)                     COMP
 AH6411  Y           -  -5,548,521.406 (meters)                     COMP
 AH6411  Z           -   3,134,249.708 (meters)                     COMP
 AH6411  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6411  ELLIP HEIGHT-         -24.056 (meters)          (02/10/07) ADJUSTED
 AH6411  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 AH6411
 AH6411  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6411  Type    PID    Designation                      North   East  Ellip
 AH6411  -------------------------------------------------------------------
 AH6411  NETWORK AH6411 COTB 04                           1.20   1.18   2.90
 AH6411  -------------------------------------------------------------------
 AH6411
 AH6411.The horizontal coordinates were established by GPS observations
 AH6411.and adjusted by the National Geodetic Survey in February 2007.
 AH6411
 AH6411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6411.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6411.The horizontal coordinates are valid at the epoch date displayed above.
 AH6411.The epoch date for horizontal control is a decimal equivalence
 AH6411.of Year/Month/Day.
 AH6411
 AH6411.The orthometric height was determined by GPS observations and a
 AH6411.high-resolution geoid model.
 AH6411 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6411 ** and geoid heights are valid at the date of observation. These heights
 AH6411 ** must always be validated when used as control.
 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 more information.
 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
 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     -   124,822.047 1,061,983.772   MT  0.99994718   +0 19 12.1
 AH6411;SPC LA S     -   409,520.33  3,484,191.76   sFT  0.99994718   +0 19 12.1
 AH6411;UTM  15      - 3,279,404.855   723,341.453   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 34.8
 AH6411:UTM  15      -  COTB 05                                  307 38 20.3
 AH6411
 AH6411|---------------------------------------------------------------------|
 AH6411| PID    Reference Object                     Distance      Geod. Az  |
 AH6411|                                                           dddmmss.s |
 AH6411| AH6412 COTB 05                             APPROX. 0.7 KM 3084646.9 |
 AH6411|---------------------------------------------------------------------|
 AH6411
 AH6411                          SUPERSEDED SURVEY CONTROL
 AH6411
 AH6411  ELLIP H (02/21/02)  -24.041  (m)                       GP(       ) 5 1
 AH6411  NAD 83(1992)-  29 37 28.31846(N)    090 41 35.81231(W) AD(       ) 1
 AH6411  ELLIP H (12/17/98)  -23.941  (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 = MARCH 13, 2009
 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(2007)-  29 37 41.66687(N)    090 41 54.83067(W)     ADJUSTED  
 AH6412* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6412  **This station is located in a suspected subsidence area (see below).
 AH6412  ___________________________________________________________________
 AH6412  EPOCH DATE  -        2002.00
 AH6412  X           -     -67,649.722 (meters)                     COMP
 AH6412  Y           -  -5,548,312.100 (meters)                     COMP
 AH6412  Z           -   3,134,607.029 (meters)                     COMP
 AH6412  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6412  ELLIP HEIGHT-         -23.971 (meters)          (02/10/07) ADJUSTED
 AH6412  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AH6412
 AH6412  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6412  Type    PID    Designation                      North   East  Ellip
 AH6412  -------------------------------------------------------------------
 AH6412  NETWORK AH6412 COTB 05                           2.00   1.61   4.49
 AH6412  -------------------------------------------------------------------
 AH6412
 AH6412.The horizontal coordinates were established by GPS observations
 AH6412.and adjusted by the National Geodetic Survey in February 2007.
 AH6412
 AH6412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6412.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6412.The horizontal coordinates are valid at the epoch date displayed above.
 AH6412.The epoch date for horizontal control is a decimal equivalence
 AH6412.of Year/Month/Day.
 AH6412
 AH6412.The orthometric height was determined by GPS observations and a
 AH6412.high-resolution geoid model.
 AH6412 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6412 ** and geoid heights are valid at the date of observation. These heights
 AH6412 ** must always be validated when used as control.
 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 more information.
 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
 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     -   125,230.188 1,061,469.928   MT  0.99994676   +0 19 02.6
 AH6412;SPC LA S     -   410,859.38  3,482,505.92   sFT  0.99994676   +0 19 02.6
 AH6412;UTM  15      - 3,279,805.699   722,821.677   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  =   1.00021642
 AH6412
 AH6412:                Primary Azimuth Mark                     Grid Az
 AH6412:SPC LA S     -  COTB 04                                  128 27 34.9
 AH6412:UTM  15      -  COTB 04                                  127 38 19.9
 AH6412
 AH6412|---------------------------------------------------------------------|
 AH6412| PID    Reference Object                     Distance      Geod. Az  |
 AH6412|                                                           dddmmss.s |
 AH6412| AH6411 COTB 04                             APPROX. 0.7 KM 1284637.5 |
 AH6412|---------------------------------------------------------------------|
 AH6412
 AH6412                          SUPERSEDED SURVEY CONTROL
 AH6412
 AH6412  ELLIP H (02/21/02)  -23.956  (m)                       GP(       ) 5 1
 AH6412  NAD 83(1992)-  29 37 41.66712(N)    090 41 54.82953(W) AD(       ) 1
 AH6412  ELLIP H (12/17/98)  -23.854  (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 = MARCH 13, 2009
 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(2007)-  29 38 11.65288(N)    090 42 36.25963(W)     ADJUSTED  
 AH6421* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6421  **This station is located in a suspected subsidence area (see below).
 AH6421  ___________________________________________________________________
 AH6421  EPOCH DATE  -        2002.00
 AH6421  X           -     -68,758.469 (meters)                     COMP
 AH6421  Y           -  -5,547,842.632 (meters)                     COMP
 AH6421  Z           -   3,135,409.961 (meters)                     COMP
 AH6421  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6421  ELLIP HEIGHT-         -23.166 (meters)          (02/10/07) ADJUSTED
 AH6421  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 AH6421
 AH6421  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6421  Type    PID    Designation                      North   East  Ellip
 AH6421  -------------------------------------------------------------------
 AH6421  NETWORK AH6421 COTB 06                           1.08   1.14   3.02
 AH6421  -------------------------------------------------------------------
 AH6421
 AH6421.The horizontal coordinates were established by GPS observations
 AH6421.and adjusted by the National Geodetic Survey in February 2007.
 AH6421
 AH6421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6421.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6421.The horizontal coordinates are valid at the epoch date displayed above.
 AH6421.The epoch date for horizontal control is a decimal equivalence
 AH6421.of Year/Month/Day.
 AH6421
 AH6421.The orthometric height was determined by GPS observations and a
 AH6421.high-resolution geoid model.
 AH6421 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6421 ** and geoid heights are valid at the date of observation. These heights
 AH6421 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,147.295 1,060,350.498   MT  0.99994583   +0 18 41.9
 AH6421;SPC LA S     -   413,868.25  3,478,833.26   sFT  0.99994583   +0 18 41.9
 AH6421;UTM  15      - 3,280,706.910   721,688.923   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 18.8
 AH6421:UTM  15      -  COTB 07                                  320 48 02.5
 AH6421
 AH6421|---------------------------------------------------------------------|
 AH6421| PID    Reference Object                     Distance      Geod. Az  |
 AH6421|                                                           dddmmss.s |
 AH6421| AH6419 COTB 07                             APPROX. 0.9 KM 3215600.7 |
 AH6421|---------------------------------------------------------------------|
 AH6421
 AH6421                          SUPERSEDED SURVEY CONTROL
 AH6421
 AH6421  ELLIP H (02/21/02)  -23.155  (m)                       GP(       ) 5 1
 AH6421  NAD 83(1992)-  29 38 11.65296(N)    090 42 36.25865(W) AD(       ) 1
 AH6421  ELLIP H (12/17/98)  -23.076  (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 = MARCH 13, 2009
 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(2007)-  29 38 33.44374(N)    090 42 55.79590(W)     ADJUSTED  
 AH6419* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6419  **This station is located in a suspected subsidence area (see below).
 AH6419  ___________________________________________________________________
 AH6419  EPOCH DATE  -        2002.00
 AH6419  X           -     -69,279.788 (meters)                     COMP
 AH6419  Y           -  -5,547,504.431 (meters)                     COMP
 AH6419  Z           -   3,135,993.193 (meters)                     COMP
 AH6419  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6419  ELLIP HEIGHT-         -23.022 (meters)          (02/10/07) ADJUSTED
 AH6419  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 AH6419
 AH6419  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6419  Type    PID    Designation                      North   East  Ellip
 AH6419  -------------------------------------------------------------------
 AH6419  NETWORK AH6419 COTB 07                           1.16   1.06   2.80
 AH6419  -------------------------------------------------------------------
 AH6419
 AH6419.The horizontal coordinates were established by GPS observations
 AH6419.and adjusted by the National Geodetic Survey in February 2007.
 AH6419
 AH6419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6419.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6419.The horizontal coordinates are valid at the epoch date displayed above.
 AH6419.The epoch date for horizontal control is a decimal equivalence
 AH6419.of Year/Month/Day.
 AH6419
 AH6419.The orthometric height was determined by GPS observations and a
 AH6419.high-resolution geoid model.
 AH6419 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6419 ** and geoid heights are valid at the date of observation. These heights
 AH6419 ** must always be validated when used as control.
 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 more information.
 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
 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     -   126,815.358 1,059,821.414   MT  0.99994517   +0 18 32.1
 AH6419;SPC LA S     -   416,060.05  3,477,097.42   sFT  0.99994517   +0 18 32.1
 AH6419;UTM  15      - 3,281,367.492   721,150.177   MT  1.00020349   +1 07 49.3
 AH6419
 AH6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6419!SPC LA S     -   1.00000362  x   0.99994517  =   0.99994879
 AH6419!UTM  15      -   1.00000362  x   1.00020349  =   1.00020711
 AH6419
 AH6419:                Primary Azimuth Mark                     Grid Az
 AH6419:SPC LA S     -  COTB 06                                  141 37 18.9
 AH6419:UTM  15      -  COTB 06                                  140 48 01.7
 AH6419
 AH6419|---------------------------------------------------------------------|
 AH6419| PID    Reference Object                     Distance      Geod. Az  |
 AH6419|                                                           dddmmss.s |
 AH6419| AH6421 COTB 06                             APPROX. 0.9 KM 1415551.0 |
 AH6419| AH6189 COTB 08                             APPROX. 0.9 KM 3090524.9 |
 AH6419|---------------------------------------------------------------------|
 AH6419
 AH6419                          SUPERSEDED SURVEY CONTROL
 AH6419
 AH6419  ELLIP H (02/21/02)  -23.014  (m)                       GP(       ) 5 1
 AH6419  NAD 83(1992)-  29 38 33.44376(N)    090 42 55.79485(W) AD(       ) 1
 AH6419  ELLIP H (12/17/98)  -22.934  (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 = MARCH 13, 2009
 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(2007)-  29 38 52.57004(N)    090 43 22.74940(W)     ADJUSTED  
 AH6189* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6189  **This station is located in a suspected subsidence area (see below).
 AH6189  ___________________________________________________________________
 AH6189  EPOCH DATE  -        2002.00
 AH6189  X           -     -70,001.027 (meters)                     COMP
 AH6189  Y           -  -5,547,204.030 (meters)                     COMP
 AH6189  Z           -   3,136,504.998 (meters)                     COMP
 AH6189  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6189  ELLIP HEIGHT-         -23.059 (meters)          (02/10/07) ADJUSTED
 AH6189  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 AH6189
 AH6189  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6189  Type    PID    Designation                      North   East  Ellip
 AH6189  -------------------------------------------------------------------
 AH6189  NETWORK AH6189 COTB 08                           1.16   0.86   2.76
 AH6189  -------------------------------------------------------------------
 AH6189
 AH6189.The horizontal coordinates were established by GPS observations
 AH6189.and adjusted by the National Geodetic Survey in February 2007.
 AH6189
 AH6189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6189.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6189.The horizontal coordinates are valid at the epoch date displayed above.
 AH6189.The epoch date for horizontal control is a decimal equivalence
 AH6189.of Year/Month/Day.
 AH6189
 AH6189.The orthometric height was determined by GPS observations and a
 AH6189.high-resolution geoid model.
 AH6189 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6189 ** and geoid heights are valid at the date of observation. These heights
 AH6189 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,400.344 1,059,093.352   MT  0.99994459   +0 18 18.7
 AH6189;SPC LA S     -   417,979.30  3,474,708.77   sFT  0.99994459   +0 18 18.7
 AH6189;UTM  15      - 3,281,942.126   720,413.614   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 52.8
 AH6189:UTM  15      -  COTB 07                                  127 57 34.9
 AH6189
 AH6189|---------------------------------------------------------------------|
 AH6189| PID    Reference Object                     Distance      Geod. Az  |
 AH6189|                                                           dddmmss.s |
 AH6189| AH6419 COTB 07                             APPROX. 0.9 KM 1290511.5 |
 AH6189|---------------------------------------------------------------------|
 AH6189
 AH6189                          SUPERSEDED SURVEY CONTROL
 AH6189
 AH6189  ELLIP H (02/21/02)  -23.055  (m)                       GP(       ) 5 1
 AH6189  NAD 83(1992)-  29 38 52.56999(N)    090 43 22.74834(W) AD(       ) 1
 AH6189  ELLIP H (12/17/98)  -22.973  (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 = MARCH 13, 2009
 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(2007)-  29 39 02.67600(N)    090 43 47.10638(W)     ADJUSTED  
 AH6416* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6416  **This station is located in a suspected subsidence area (see below).
 AH6416  ___________________________________________________________________
 AH6416  EPOCH DATE  -        2002.00
 AH6416  X           -     -70,654.111 (meters)                     COMP
 AH6416  Y           -  -5,547,041.606 (meters)                     COMP
 AH6416  Z           -   3,136,775.312 (meters)                     COMP
 AH6416  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6416  ELLIP HEIGHT-         -23.289 (meters)          (02/10/07) ADJUSTED
 AH6416  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6416
 AH6416  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6416  Type    PID    Designation                      North   East  Ellip
 AH6416  -------------------------------------------------------------------
 AH6416  NETWORK AH6416 COTB 09                           1.23   1.18   2.94
 AH6416  -------------------------------------------------------------------
 AH6416
 AH6416.The horizontal coordinates were established by GPS observations
 AH6416.and adjusted by the National Geodetic Survey in February 2007.
 AH6416
 AH6416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6416.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6416.The horizontal coordinates are valid at the epoch date displayed above.
 AH6416.The epoch date for horizontal control is a decimal equivalence
 AH6416.of Year/Month/Day.
 AH6416
 AH6416.The orthometric height was determined by GPS observations and a
 AH6416.high-resolution geoid model.
 AH6416 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6416 ** and geoid heights are valid at the date of observation. These heights
 AH6416 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,708.023 1,058,436.657   MT  0.99994430   +0 18 06.5
 AH6416;SPC LA S     -   418,988.74  3,472,554.27   sFT  0.99994430   +0 18 06.5
 AH6416;UTM  15      - 3,282,240.431   719,752.407   MT  1.00019588   +1 07 24.8
 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 15.5
 AH6416:UTM  15      -  COTB 08                                  114 16 57.2
 AH6416
 AH6416|---------------------------------------------------------------------|
 AH6416| PID    Reference Object                     Distance      Geod. Az  |
 AH6416|                                                           dddmmss.s |
 AH6416| AH6189 COTB 08                             APPROX. 0.7 KM 1152422.0 |
 AH6416|---------------------------------------------------------------------|
 AH6416
 AH6416                          SUPERSEDED SURVEY CONTROL
 AH6416
 AH6416  ELLIP H (02/21/02)  -23.280  (m)                       GP(       ) 5 1
 AH6416  NAD 83(1992)-  29 39 02.67588(N)    090 43 47.10539(W) AD(       ) 1
 AH6416  ELLIP H (12/17/98)  -23.214  (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 = MARCH 13, 2009
 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(2007)-  29 39 17.84244(N)    090 44 16.79240(W)     ADJUSTED  
 AH6194* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6194  **This station is located in a suspected subsidence area (see below).
 AH6194  ___________________________________________________________________
 AH6194  EPOCH DATE  -        2002.00
 AH6194  X           -     -71,449.469 (meters)                     COMP
 AH6194  Y           -  -5,546,799.939 (meters)                     COMP
 AH6194  Z           -   3,137,180.899 (meters)                     COMP
 AH6194  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6194  ELLIP HEIGHT-         -23.775 (meters)          (02/10/07) ADJUSTED
 AH6194  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6194
 AH6194  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6194  Type    PID    Designation                      North   East  Ellip
 AH6194  -------------------------------------------------------------------
 AH6194  NETWORK AH6194 COTB 10                           1.10   1.08   2.59
 AH6194  -------------------------------------------------------------------
 AH6194
 AH6194.The horizontal coordinates were established by GPS observations
 AH6194.and adjusted by the National Geodetic Survey in February 2007.
 AH6194
 AH6194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6194.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6194.The horizontal coordinates are valid at the epoch date displayed above.
 AH6194.The epoch date for horizontal control is a decimal equivalence
 AH6194.of Year/Month/Day.
 AH6194
 AH6194.The orthometric height was determined by GPS observations and a
 AH6194.high-resolution geoid model.
 AH6194 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6194 ** and geoid heights are valid at the date of observation. These heights
 AH6194 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,170.799 1,057,635.878   MT  0.99994385   +0 17 51.6
 AH6194;SPC LA S     -   420,507.03  3,469,927.04   sFT  0.99994385   +0 17 51.6
 AH6194;UTM  15      - 3,282,691.786   718,944.871   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 26.4
 AH6194:UTM  15      -  COTB 09                                  119 12 07.3
 AH6194
 AH6194|---------------------------------------------------------------------|
 AH6194| PID    Reference Object                     Distance      Geod. Az  |
 AH6194|                                                           dddmmss.s |
 AH6194| AH6416 COTB 09                             APPROX. 0.9 KM 1201918.0 |
 AH6194|---------------------------------------------------------------------|
 AH6194
 AH6194                          SUPERSEDED SURVEY CONTROL
 AH6194
 AH6194  ELLIP H (02/21/02)  -23.762  (m)                       GP(       ) 5 1
 AH6194  NAD 83(1992)-  29 39 17.84235(N)    090 44 16.79142(W) AD(       ) 1
 AH6194  ELLIP H (12/17/98)  -23.713  (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 = MARCH 13, 2009
 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(2007)-  29 39 29.22910(N)    090 44 45.09004(W)     ADJUSTED  
 AH6415* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6415  **This station is located in a suspected subsidence area (see below).
 AH6415  ___________________________________________________________________
 AH6415  EPOCH DATE  -        2002.00
 AH6415  X           -     -72,208.191 (meters)                     COMP
 AH6415  Y           -  -5,546,617.396 (meters)                     COMP
 AH6415  Z           -   3,137,486.015 (meters)                     COMP
 AH6415  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6415  ELLIP HEIGHT-         -22.884 (meters)          (02/10/07) ADJUSTED
 AH6415  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6415
 AH6415  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6415  Type    PID    Designation                      North   East  Ellip
 AH6415  -------------------------------------------------------------------
 AH6415  NETWORK AH6415 COTB 11                           1.23   1.16   3.02
 AH6415  -------------------------------------------------------------------
 AH6415
 AH6415.The horizontal coordinates were established by GPS observations
 AH6415.and adjusted by the National Geodetic Survey in February 2007.
 AH6415
 AH6415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6415.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6415.The horizontal coordinates are valid at the epoch date displayed above.
 AH6415.The epoch date for horizontal control is a decimal equivalence
 AH6415.of Year/Month/Day.
 AH6415
 AH6415.The orthometric height was determined by GPS observations and a
 AH6415.high-resolution geoid model.
 AH6415 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6415 ** and geoid heights are valid at the date of observation. These heights
 AH6415 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,517.451 1,056,873.098   MT  0.99994352   +0 17 37.5
 AH6415;SPC LA S     -   421,644.34  3,467,424.49   sFT  0.99994352   +0 17 37.5
 AH6415;UTM  15      - 3,283,027.542   718,177.007   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 23.4
 AH6415:UTM  15      -  COTB 10                                  113 37 03.9
 AH6415
 AH6415|---------------------------------------------------------------------|
 AH6415| PID    Reference Object                     Distance      Geod. Az  |
 AH6415|                                                           dddmmss.s |
 AH6415| AH6194 COTB 10                             APPROX. 0.8 KM 1144400.9 |
 AH6415|---------------------------------------------------------------------|
 AH6415
 AH6415                          SUPERSEDED SURVEY CONTROL
 AH6415
 AH6415  ELLIP H (02/21/02)  -22.867  (m)                       GP(       ) 5 1
 AH6415  NAD 83(1992)-  29 39 29.22904(N)    090 44 45.08906(W) AD(       ) 1
 AH6415  ELLIP H (12/17/98)  -22.838  (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 = MARCH 13, 2009
 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(2007)-  29 39 29.20761(N)    090 45 37.44554(W)     ADJUSTED  
 AH6432* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6432  **This station is located in a suspected subsidence area (see below).
 AH6432  ___________________________________________________________________
 AH6432  EPOCH DATE  -        2002.00
 AH6432  X           -     -73,616.071 (meters)                     COMP
 AH6432  Y           -  -5,546,599.120 (meters)                     COMP
 AH6432  Z           -   3,137,485.385 (meters)                     COMP
 AH6432  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6432  ELLIP HEIGHT-         -22.995 (meters)          (02/10/07) ADJUSTED
 AH6432  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6432
 AH6432  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6432  Type    PID    Designation                      North   East  Ellip
 AH6432  -------------------------------------------------------------------
 AH6432  NETWORK AH6432 COTB 12                           1.22   1.29   2.96
 AH6432  -------------------------------------------------------------------
 AH6432
 AH6432.The horizontal coordinates were established by GPS observations
 AH6432.and adjusted by the National Geodetic Survey in February 2007.
 AH6432
 AH6432.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6432.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6432.The horizontal coordinates are valid at the epoch date displayed above.
 AH6432.The epoch date for horizontal control is a decimal equivalence
 AH6432.of Year/Month/Day.
 AH6432
 AH6432.The orthometric height was determined by GPS observations and a
 AH6432.high-resolution geoid model.
 AH6432 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6432 ** and geoid heights are valid at the date of observation. These heights
 AH6432 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,509.661 1,055,465.195   MT  0.99994352   +0 17 11.3
 AH6432;SPC LA S     -   421,618.78  3,462,805.39   sFT  0.99994352   +0 17 11.3
 AH6432;UTM  15      - 3,282,999.544   716,769.023   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 (02/21/02)  -22.973  (m)                       GP(       ) 5 1
 AH6432  NAD 83(1992)-  29 39 29.20751(N)    090 45 37.44456(W) AD(       ) 1
 AH6432  ELLIP H (12/17/98)  -22.953  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU1769  **This station is located in a suspected subsidence area (see below).
 AU1769  ___________________________________________________________________
 AU1769  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AU1769  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1769 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1769 ** and geoid heights are valid at the date of observation. These heights
 AU1769 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5155  **This station is located in a suspected subsidence area (see below).
 BJ5155  ___________________________________________________________________
 BJ5155  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BJ5155  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5155 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5155 ** and geoid heights are valid at the date of observation. These heights
 BJ5155 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 39 07.32795(N)    090 45 52.50505(W)     ADJUSTED  
 AH6542* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6542  **This station is located in a suspected subsidence area (see below).
 AH6542  ___________________________________________________________________
 AH6542  EPOCH DATE  -        2002.00
 AH6542  X           -     -74,025.479 (meters)                     COMP
 AH6542  Y           -  -5,546,927.084 (meters)                     COMP
 AH6542  Z           -   3,136,899.970 (meters)                     COMP
 AH6542  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6542  ELLIP HEIGHT-         -22.928 (meters)          (02/10/07) ADJUSTED
 AH6542  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AH6542
 AH6542  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6542  Type    PID    Designation                      North   East  Ellip
 AH6542  -------------------------------------------------------------------
 AH6542  NETWORK AH6542 COTEAU                            1.27   1.14   2.65
 AH6542  -------------------------------------------------------------------
 AH6542
 AH6542.The horizontal coordinates were established by GPS observations
 AH6542.and adjusted by the National Geodetic Survey in February 2007.
 AH6542
 AH6542.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6542.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6542.The horizontal coordinates are valid at the epoch date displayed above.
 AH6542.The epoch date for horizontal control is a decimal equivalence
 AH6542.of Year/Month/Day.
 AH6542
 AH6542.The orthometric height was determined by GPS observations and a
 AH6542.high-resolution geoid model.
 AH6542 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6542 ** and geoid heights are valid at the date of observation. These heights
 AH6542 ** must always be validated when used as control.
 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 more information.
 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
 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     -   127,833.999 1,055,063.569   MT  0.99994416   +0 17 03.8
 AH6542;SPC LA S     -   419,402.05  3,461,487.73   sFT  0.99994416   +0 17 03.8
 AH6542;UTM  15      - 3,282,318.029   716,377.040   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 51.0
 AH6542:UTM  15      -  COTEAU AZIMUTH MARK                      337 25 31.9
 AH6542
 AH6542|---------------------------------------------------------------------|
 AH6542| PID    Reference Object                     Distance      Geod. Az  |
 AH6542|                                                           dddmmss.s |
 AH6542| AH6433 COTEAU AZIMUTH MARK                 452.351 METERS 3383154.8 |
 AH6542|---------------------------------------------------------------------|
 AH6542
 AH6542                          SUPERSEDED SURVEY CONTROL
 AH6542
 AH6542  ELLIP H (02/21/02)  -22.910  (m)                       GP(       ) 5 1
 AH6542  NAD 83(1992)-  29 39 07.32792(N)    090 45 52.50408(W) AD(       ) 1
 AH6542  ELLIP H (12/17/98)  -22.890  (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 = MARCH 13, 2009
 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(2007)-  29 39 20.99981(N)    090 45 58.66087(W)     ADJUSTED  
 AH6433* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6433  **This station is located in a suspected subsidence area (see below).
 AH6433  ___________________________________________________________________
 AH6433  EPOCH DATE  -        2002.00
 AH6433  X           -     -74,188.239 (meters)                     COMP
 AH6433  Y           -  -5,546,716.699 (meters)                     COMP
 AH6433  Z           -   3,137,265.849 (meters)                     COMP
 AH6433  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6433  ELLIP HEIGHT-         -22.831 (meters)          (02/10/07) ADJUSTED
 AH6433  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 AH6433
 AH6433  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6433  Type    PID    Designation                      North   East  Ellip
 AH6433  -------------------------------------------------------------------
 AH6433  NETWORK AH6433 COTEAU AZIMUTH MARK               1.25   1.27   2.78
 AH6433  -------------------------------------------------------------------
 AH6433
 AH6433.The horizontal coordinates were established by GPS observations
 AH6433.and adjusted by the National Geodetic Survey in February 2007.
 AH6433
 AH6433.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6433.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6433.The horizontal coordinates are valid at the epoch date displayed above.
 AH6433.The epoch date for horizontal control is a decimal equivalence
 AH6433.of Year/Month/Day.
 AH6433
 AH6433.The orthometric height was determined by GPS observations and a
 AH6433.high-resolution geoid model.
 AH6433 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6433 ** and geoid heights are valid at the date of observation. These heights
 AH6433 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,254.116 1,054,895.938   MT  0.99994376   +0 17 00.7
 AH6433;SPC LA S     -   420,780.38  3,460,937.76   sFT  0.99994376   +0 17 00.7
 AH6433;UTM  15      - 3,282,735.796   716,203.358   MT  1.00017679   +1 06 20.3
 AH6433
 AH6433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6433!SPC LA S     -   1.00000359  x   0.99994376  =   0.99994735
 AH6433!UTM  15      -   1.00000359  x   1.00017679  =   1.00018038
 AH6433
 AH6433:                Primary Azimuth Mark                     Grid Az
 AH6433:SPC LA S     -  COTEAU                                   158 14 51.1
 AH6433:UTM  15      -  COTEAU                                   157 25 31.5
 AH6433
 AH6433|---------------------------------------------------------------------|
 AH6433| PID    Reference Object                     Distance      Geod. Az  |
 AH6433|                                                           dddmmss.s |
 AH6433| AH6542 COTEAU                              452.351 METERS 1583151.8 |
 AH6433|---------------------------------------------------------------------|
 AH6433
 AH6433                          SUPERSEDED SURVEY CONTROL
 AH6433
 AH6433  ELLIP H (02/21/02)  -22.810  (m)                       GP(       ) 5 1
 AH6433  NAD 83(1992)-  29 39 20.99974(N)    090 45 58.65990(W) AD(       ) 1
 AH6433  ELLIP H (12/17/98)  -22.785  (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 NOT SUITABLE FOR
 AH6433+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 AH6433
 AH6433  HISTORY     - Date     Condition        Report By
 AH6433  HISTORY     - 1990     MONUMENTED       GSENG
 AH6433  HISTORY     - 20080424 GOOD             INDIV
 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.
 AH6433
 AH6433                          STATION RECOVERY (2008)
 AH6433
 AH6433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RDP)
 AH6433'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 36 17.26203(N)    090 39 12.36283(W)     ADJUSTED  
 AH6428* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6428  **This station is located in a suspected subsidence area (see below).
 AH6428  ___________________________________________________________________
 AH6428  EPOCH DATE  -        2002.00
 AH6428  X           -     -63,294.135 (meters)                     COMP
 AH6428  Y           -  -5,549,648.348 (meters)                     COMP
 AH6428  Z           -   3,132,347.946 (meters)                     COMP
 AH6428  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AH6428  ELLIP HEIGHT-         -23.478 (meters)          (02/10/07) ADJUSTED
 AH6428  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 AH6428
 AH6428  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6428  Type    PID    Designation                      North   East  Ellip
 AH6428  -------------------------------------------------------------------
 AH6428  NETWORK AH6428 COTEAU DEEP                       1.18   1.10   2.63
 AH6428  -------------------------------------------------------------------
 AH6428
 AH6428.The horizontal coordinates were established by GPS observations
 AH6428.and adjusted by the National Geodetic Survey in February 2007.
 AH6428
 AH6428.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6428.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6428.The horizontal coordinates are valid at the epoch date displayed above.
 AH6428.The epoch date for horizontal control is a decimal equivalence
 AH6428.of Year/Month/Day.
 AH6428
 AH6428.The orthometric height was determined by GPS observations and a
 AH6428.high-resolution geoid model.
 AH6428 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6428 ** and geoid heights are valid at the date of observation. These heights
 AH6428 ** must always be validated when used as control.
 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 more information.
 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
 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     -   122,656.566 1,065,855.602   MT  0.99994948   +0 20 23.8
 AH6428;SPC LA S     -   402,415.75  3,496,894.59   sFT  0.99994948   +0 20 23.8
 AH6428;UTM  15      - 3,277,294.435   727,244.971   MT  1.00023722   +1 09 35.0
 AH6428
 AH6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6428!SPC LA S     -   1.00000369  x   0.99994948  =   0.99995317
 AH6428!UTM  15      -   1.00000369  x   1.00023722  =   1.00024091
 AH6428
 AH6428                          SUPERSEDED SURVEY CONTROL
 AH6428
 AH6428  ELLIP H (02/21/02)  -23.459  (m)                       GP(       ) 5 1
 AH6428  NAD 83(1992)-  29 36 17.26232(N)    090 39 12.36174(W) AD(       ) 1
 AH6428  ELLIP H (12/17/98)  -23.380  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3065  ___________________________________________________________________
 CQ3065  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CQ3065  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3066  ___________________________________________________________________
 CQ3066  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CQ3066  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2607  ___________________________________________________________________
 BK2607  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BK2607  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2876  **This station is located in a suspected subsidence area (see below).
 AU2876  ___________________________________________________________________
 AU2876  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2876  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2876 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2876 ** and geoid heights are valid at the date of observation. These heights
 AU2876 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2466  **This station is located in a suspected subsidence area (see below).
 BJ2466  ___________________________________________________________________
 BJ2466  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ2466  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2466 ** and geoid heights are valid at the date of observation. These heights
 BJ2466 ** must always be validated when used as control.
 BJ2466 ** The orthometric height has not been validated since last determined
 BJ2466 ** by differential leveling and should not be used for control purposes.
 BJ2466 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2466 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2466 ** epoch indicated which incorporates improved geoid heights for the
 BJ2466 ** Southern Louisiana Subsidence area.
 BJ2466 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3105  ___________________________________________________________________
 CQ3105  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CQ3105  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2582  **This station is located in a suspected subsidence area (see below).
 AU2582  ___________________________________________________________________
 AU2582  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2582  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2582 ** and geoid heights are valid at the date of observation. These heights
 AU2582 ** must always be validated when used as control.
 AU2582 ** The orthometric height has not been validated since last determined
 AU2582 ** by differential leveling and should not be used for control purposes.
 AU2582 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2582 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2582 ** epoch indicated which incorporates improved geoid heights for the
 AU2582 ** Southern Louisiana Subsidence area.
 AU2582 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3256  **This station is located in a suspected subsidence area (see below).
 BJ3256  ___________________________________________________________________
 BJ3256  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BJ3256  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BJ3256  DYNAMIC HT  -           8.8   (meters)      29.    (feet)  COMP
 BJ3256  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BJ3256
 BJ3256  HORZ ORDER  -  SECOND
 BJ3256  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3256 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3256 ** and geoid heights are valid at the date of observation. These heights
 BJ3256 ** must always be validated when used as control.
 BJ3256 ** The orthometric height has not been validated since last determined
 BJ3256 ** by differential leveling and should not be used for control purposes.
 BJ3256 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3256 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3256 ** epoch indicated which incorporates improved geoid heights for the
 BJ3256 ** Southern Louisiana Subsidence area.
 BJ3256 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3256.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 DG6568 ***********************************************************************
 DG6568  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 DG6568  **This station is located in a suspected subsidence area (see below).
 DG6568  ___________________________________________________________________
 DG6568  EPOCH DATE  -        2002.00
 DG6568  X           -      -9,173.433 (meters)                     COMP
 DG6568  Y           -  -5,501,676.858 (meters)                     COMP
 DG6568  Z           -   3,215,950.682 (meters)                     COMP
 DG6568  ELLIP HEIGHT-          -4.561 (meters)          (08/??/04) ADJUSTED
 DG6568  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 DG6568.high-resolution geoid model.
 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 has not been validated since last determined
 DG6568 ** by differential leveling and should not be used for control purposes.
 DG6568 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DI0177  **This station is located in a suspected subsidence area (see below).
 DI0177  ___________________________________________________________________
 DI0177  EPOCH DATE  -        2002.00
 DI0177  X           -      -9,173.433 (meters)                     COMP
 DI0177  Y           -  -5,501,676.951 (meters)                     COMP
 DI0177  Z           -   3,215,950.737 (meters)                     COMP
 DI0177  ELLIP HEIGHT-          -4.454 (meters)          (08/??/04) ADJUSTED
 DI0177  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4229  **This station is located in a suspected subsidence area (see below).
 BJ4229  ___________________________________________________________________
 BJ4229  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BJ4229  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2916  **This station is located in a suspected subsidence area (see below).
 BJ2916  ___________________________________________________________________
 BJ2916  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ2916  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2916  DYNAMIC HT  -           8.8   (meters)      29.    (feet)  COMP
 BJ2916  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ2916
 BJ2916  HORZ ORDER  -  FIRST
 BJ2916  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2916 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2916 ** and geoid heights are valid at the date of observation. These heights
 BJ2916 ** must always be validated when used as control.
 BJ2916 ** The orthometric height has not been validated since last determined
 BJ2916 ** by differential leveling and should not be used for control purposes.
 BJ2916 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2916 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2916 ** epoch indicated which incorporates improved geoid heights for the
 BJ2916 ** Southern Louisiana Subsidence area.
 BJ2916 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2916.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ2917* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ2917  **This station is located in a suspected subsidence area (see below).
 BJ2917  ___________________________________________________________________
 BJ2917  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ2917  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ2917  DYNAMIC HT  -           8.9   (meters)      29.    (feet)  COMP
 BJ2917  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ2917
 BJ2917  HORZ ORDER  -  SECOND
 BJ2917  VERT ORDER  -  SECOND    CLASS I (See Below)
 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 scaled from a topographic map.
 BJ2917 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2917 ** and geoid heights are valid at the date of observation. These heights
 BJ2917 ** must always be validated when used as control.
 BJ2917 ** The orthometric height has not been validated since last determined
 BJ2917 ** by differential leveling and should not be used for control purposes.
 BJ2917 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2917 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2917 ** epoch indicated which incorporates improved geoid heights for the
 BJ2917 ** Southern Louisiana Subsidence area.
 BJ2917 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ2917.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3255* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3255  **This station is located in a suspected subsidence area (see below).
 BJ3255  ___________________________________________________________________
 BJ3255  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BJ3255  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BJ3255  DYNAMIC HT  -           8.9   (meters)      29.    (feet)  COMP
 BJ3255  MODELED GRAV-     979,357.4   (mgal)                       NAVD 88
 BJ3255
 BJ3255  HORZ ORDER  -  SECOND
 BJ3255  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3255 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3255 ** and geoid heights are valid at the date of observation. These heights
 BJ3255 ** must always be validated when used as control.
 BJ3255 ** The orthometric height has not been validated since last determined
 BJ3255 ** by differential leveling and should not be used for control purposes.
 BJ3255 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3255 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3255 ** epoch indicated which incorporates improved geoid heights for the
 BJ3255 ** Southern Louisiana Subsidence area.
 BJ3255 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3255.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4210  **This station is located in a suspected subsidence area (see below).
 BJ4210  ___________________________________________________________________
 BJ4210  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BJ4210  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4211  **This station is located in a suspected subsidence area (see below).
 BJ4211  ___________________________________________________________________
 BJ4211  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BJ4211  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0668  **This station is located in a suspected subsidence area (see below).
 AV0668  ___________________________________________________________________
 AV0668  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0668  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  32 26 23.67093(N)    093 38 48.18139(W)     ADJUSTED  
 CQ3144* NAVD 88     -        48.93   (+/-2cm)     160.5    (feet)  VERTCON   
 CQ3144  ___________________________________________________________________
 CQ3144  EPOCH DATE  -        2002.00
 CQ3144  X           -    -342,704.090 (meters)                     COMP
 CQ3144  Y           -  -5,377,158.759 (meters)                     COMP
 CQ3144  Z           -   3,401,713.306 (meters)                     COMP
 CQ3144  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CQ3144  ELLIP HEIGHT-          22.819 (meters)          (02/10/07) ADJUSTED
 CQ3144  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CQ3144
 CQ3144  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3144  Type    PID    Designation                      North   East  Ellip
 CQ3144  -------------------------------------------------------------------
 CQ3144  NETWORK CQ3144 COWLEY                            2.21   2.41   4.82
 CQ3144  -------------------------------------------------------------------
 CQ3144  VERT ORDER  -  THIRD ? (See Below)
 CQ3144
 CQ3144.The horizontal coordinates were established by GPS observations
 CQ3144.and adjusted by the National Geodetic Survey in February 2007.
 CQ3144
 CQ3144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3144.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3144.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3144.The epoch date for horizontal control is a decimal equivalence
 CQ3144.of Year/Month/Day.
 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     -   215,661.319   892,170.386   MT  0.99995615   -0 36 22.6
 CQ3144;SPC LA N     -   707,548.84  2,927,062.34   sFT  0.99995615   -0 36 22.6
 CQ3144;UTM  15      - 3,589,381.985   439,207.020   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                                       3300324.7 |
 CQ3144| CQ1789 CURTIS 1 RESET                       28.259 METERS 34241     |
 CQ3144|---------------------------------------------------------------------|
 CQ3144
 CQ3144                          SUPERSEDED SURVEY CONTROL
 CQ3144
 CQ3144  ELLIP H (02/20/02)   22.786  (m)                       GP(       ) 4 1
 CQ3144  ELLIP H (03/31/95)   22.897  (m)                       GP(       ) 4 1
 CQ3144  NAD 83(1992)-  32 26 23.67150(N)    093 38 48.17999(W) AD(       ) 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0849  **This station is located in a suspected subsidence area (see below).
 AV0849  ___________________________________________________________________
 AV0849  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AV0849  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0849 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0849 ** and geoid heights are valid at the date of observation. These heights
 AV0849 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  30 24 11.86931(N)    093 13 57.97010(W)     ADJUSTED  
 AA1824* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1824  **This station is located in a suspected subsidence area (see below).
 AA1824  ___________________________________________________________________
 AA1824  EPOCH DATE  -        2002.00
 AA1824  X           -    -310,483.266 (meters)                     COMP
 AA1824  Y           -  -5,496,989.323 (meters)                     COMP
 AA1824  Z           -   3,209,003.548 (meters)                     COMP
 AA1824  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA1824  ELLIP HEIGHT-         -18.407 (meters)          (02/10/07) ADJUSTED
 AA1824  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1824
 AA1824  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1824  Type    PID    Designation                      North   East  Ellip
 AA1824  -------------------------------------------------------------------
 AA1824  NETWORK AA1824 CP 1 1                            1.59   1.39   3.53
 AA1824  -------------------------------------------------------------------
 AA1824
 AA1824.The horizontal coordinates were established by GPS observations
 AA1824.and adjusted by the National Geodetic Survey in February 2007.
 AA1824
 AA1824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1824.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1824.The horizontal coordinates are valid at the epoch date displayed above.
 AA1824.The epoch date for horizontal control is a decimal equivalence
 AA1824.of Year/Month/Day.
 AA1824
 AA1824.The orthometric height was determined by GPS observations and a
 AA1824.high-resolution geoid model.
 AA1824 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1824 ** and geoid heights are valid at the date of observation. These heights
 AA1824 ** must always be validated when used as control.
 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 more information.
 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
 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     -   212,483.954   817,493.473   MT  0.99995032   -0 56 59.1
 AA1824;SPC LA S     -   697,124.44  2,682,059.84   sFT  0.99995032   -0 56 59.1
 AA1824;UTM  15      - 3,363,498.290   477,641.224   MT  0.99960617   -0 07 04.1
 AA1824
 AA1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1824!SPC LA S     -   1.00000289  x   0.99995032  =   0.99995321
 AA1824!UTM  15      -   1.00000289  x   0.99960617  =   0.99960906
 AA1824
 AA1824                          SUPERSEDED SURVEY CONTROL
 AA1824
 AA1824  ELLIP H (02/20/02)  -18.363  (m)                       GP(       ) 4 1
 AA1824  NAD 83(1992)-  30 24 11.86639(N)    093 13 57.96627(W) AD(       ) 1
 AA1824  ELLIP H (01/13/95)  -18.284  (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 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 = MARCH 13, 2009
 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(2007)-  30 24 06.77730(N)    093 07 36.31161(W)     ADJUSTED  
 AA1825* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1825  **This station is located in a suspected subsidence area (see below).
 AA1825  ___________________________________________________________________
 AA1825  EPOCH DATE  -        2002.00
 AA1825  X           -    -300,315.671 (meters)                     COMP
 AA1825  Y           -  -5,497,631.096 (meters)                     COMP
 AA1825  Z           -   3,208,866.807 (meters)                     COMP
 AA1825  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA1825  ELLIP HEIGHT-         -21.368 (meters)          (02/10/07) ADJUSTED
 AA1825  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA1825
 AA1825  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1825  Type    PID    Designation                      North   East  Ellip
 AA1825  -------------------------------------------------------------------
 AA1825  NETWORK AA1825 CP 1 2                            1.90   1.53   4.02
 AA1825  -------------------------------------------------------------------
 AA1825
 AA1825.The horizontal coordinates were established by GPS observations
 AA1825.and adjusted by the National Geodetic Survey in February 2007.
 AA1825
 AA1825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1825.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1825.The horizontal coordinates are valid at the epoch date displayed above.
 AA1825.The epoch date for horizontal control is a decimal equivalence
 AA1825.of Year/Month/Day.
 AA1825
 AA1825.The orthometric height was determined by GPS observations and a
 AA1825.high-resolution geoid model.
 AA1825 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1825 ** and geoid heights are valid at the date of observation. These heights
 AA1825 ** must always be validated when used as control.
 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 more information.
 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
 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     -   212,163.035   827,676.690   MT  0.99995015   -0 53 48.2
 AA1825;SPC LA S     -   696,071.56  2,715,469.27   sFT  0.99995015   -0 53 48.2
 AA1825;UTM  15      - 3,363,325.378   487,824.498   MT  0.99960183   -0 03 50.9
 AA1825
 AA1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1825!SPC LA S     -   1.00000336  x   0.99995015  =   0.99995351
 AA1825!UTM  15      -   1.00000336  x   0.99960183  =   0.99960518
 AA1825
 AA1825                          SUPERSEDED SURVEY CONTROL
 AA1825
 AA1825  ELLIP H (02/20/02)  -21.311  (m)                       GP(       ) 4 1
 AA1825  NAD 83(1992)-  30 24 06.77389(N)    093 07 36.30730(W) AD(       ) 1
 AA1825  ELLIP H (01/13/95)  -21.226  (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: 15RVP8782463325(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 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 = MARCH 13, 2009
 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(2007)-  30 11 16.30482(N)    093 00 46.26278(W)     ADJUSTED  
 AA1826* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1826  **This station is located in a suspected subsidence area (see below).
 AA1826  ___________________________________________________________________
 AA1826  EPOCH DATE  -        2002.00
 AA1826  X           -    -290,015.049 (meters)                     COMP
 AA1826  Y           -  -5,510,169.998 (meters)                     COMP
 AA1826  Z           -   3,188,381.652 (meters)                     COMP
 AA1826  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA1826  ELLIP HEIGHT-         -20.339 (meters)          (02/10/07) ADJUSTED
 AA1826  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA1826
 AA1826  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1826  Type    PID    Designation                      North   East  Ellip
 AA1826  -------------------------------------------------------------------
 AA1826  NETWORK AA1826 CP 2 1                            1.86   1.51   4.10
 AA1826  -------------------------------------------------------------------
 AA1826
 AA1826.The horizontal coordinates were established by GPS observations
 AA1826.and adjusted by the National Geodetic Survey in February 2007.
 AA1826
 AA1826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1826.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1826.The horizontal coordinates are valid at the epoch date displayed above.
 AA1826.The epoch date for horizontal control is a decimal equivalence
 AA1826.of Year/Month/Day.
 AA1826
 AA1826.The orthometric height was determined by GPS observations and a
 AA1826.high-resolution geoid model.
 AA1826 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1826 ** and geoid heights are valid at the date of observation. These heights
 AA1826 ** must always be validated when used as control.
 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 more information.
 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
 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     -   188,275.446   838,272.646   MT  0.99993105   -0 50 23.2
 AA1826;SPC LA S     -   617,700.36  2,750,232.84   sFT  0.99993105   -0 50 23.2
 AA1826;UTM  15      - 3,339,602.401   498,762.914   MT  0.99960002   -0 00 23.3
 AA1826
 AA1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1826!SPC LA S     -   1.00000319  x   0.99993105  =   0.99993424
 AA1826!UTM  15      -   1.00000319  x   0.99960002  =   0.99960321
 AA1826
 AA1826                          SUPERSEDED SURVEY CONTROL
 AA1826
 AA1826  ELLIP H (02/20/02)  -20.260  (m)                       GP(       ) 4 1
 AA1826  NAD 83(1992)-  30 11 16.29983(N)    093 00 46.25763(W) AD(       ) 1
 AA1826  ELLIP H (01/13/95)  -20.158  (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 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 = MARCH 13, 2009
 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(2007)-  30 07 34.77709(N)    093 01 47.98971(W)     ADJUSTED  
 AA1827* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1827  **This station is located in a suspected subsidence area (see below).
 AA1827  ___________________________________________________________________
 AA1827  EPOCH DATE  -        2002.00
 AA1827  X           -    -291,844.993 (meters)                     COMP
 AA1827  Y           -  -5,513,502.030 (meters)                     COMP
 AA1827  Z           -   3,182,481.647 (meters)                     COMP
 AA1827  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA1827  ELLIP HEIGHT-         -23.899 (meters)          (02/10/07) ADJUSTED
 AA1827  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA1827
 AA1827  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1827  Type    PID    Designation                      North   East  Ellip
 AA1827  -------------------------------------------------------------------
 AA1827  NETWORK AA1827 CP 2 2                            1.88   1.53   3.98
 AA1827  -------------------------------------------------------------------
 AA1827
 AA1827.The horizontal coordinates were established by GPS observations
 AA1827.and adjusted by the National Geodetic Survey in February 2007.
 AA1827
 AA1827.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1827.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1827.The horizontal coordinates are valid at the epoch date displayed above.
 AA1827.The epoch date for horizontal control is a decimal equivalence
 AA1827.of Year/Month/Day.
 AA1827
 AA1827.The orthometric height was determined by GPS observations and a
 AA1827.high-resolution geoid model.
 AA1827 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1827 ** and geoid heights are valid at the date of observation. These heights
 AA1827 ** must always be validated when used as control.
 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 more information.
 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
 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     -   181,479.477   836,520.682   MT  0.99992813   -0 50 54.1
 AA1827;SPC LA S     -   595,403.92  2,744,484.94   sFT  0.99992813   -0 50 54.1
 AA1827;UTM  15      - 3,332,783.918   497,110.516   MT  0.99960010   -0 00 54.2
 AA1827
 AA1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1827!SPC LA S     -   1.00000375  x   0.99992813  =   0.99993188
 AA1827!UTM  15      -   1.00000375  x   0.99960010  =   0.99960385
 AA1827
 AA1827                          SUPERSEDED SURVEY CONTROL
 AA1827
 AA1827  ELLIP H (02/20/02)  -23.807  (m)                       GP(       ) 4 1
 AA1827  NAD 83(1992)-  30 07 34.77180(N)    093 01 47.98436(W) AD(       ) 1
 AA1827  ELLIP H (01/13/95)  -23.700  (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 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 = MARCH 13, 2009
 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(2007)-  30 07 27.99802(N)    092 57 45.80945(W)     ADJUSTED  
 AA1828* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1828  **This station is located in a suspected subsidence area (see below).
 AA1828  ___________________________________________________________________
 AA1828  EPOCH DATE  -        2002.00
 AA1828  X           -    -285,376.627 (meters)                     COMP
 AA1828  Y           -  -5,513,944.516 (meters)                     COMP
 AA1828  Z           -   3,182,300.513 (meters)                     COMP
 AA1828  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA1828  ELLIP HEIGHT-         -25.062 (meters)          (02/10/07) ADJUSTED
 AA1828  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AA1828
 AA1828  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1828  Type    PID    Designation                      North   East  Ellip
 AA1828  -------------------------------------------------------------------
 AA1828  NETWORK AA1828 CP 2 3                            2.27   1.82   4.55
 AA1828  -------------------------------------------------------------------
 AA1828
 AA1828.The horizontal coordinates were established by GPS observations
 AA1828.and adjusted by the National Geodetic Survey in February 2007.
 AA1828
 AA1828.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1828.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1828.The horizontal coordinates are valid at the epoch date displayed above.
 AA1828.The epoch date for horizontal control is a decimal equivalence
 AA1828.of Year/Month/Day.
 AA1828
 AA1828.The orthometric height was determined by GPS observations and a
 AA1828.high-resolution geoid model.
 AA1828 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1828 ** and geoid heights are valid at the date of observation. These heights
 AA1828 ** must always be validated when used as control.
 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 more information.
 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
 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     -   181,176.693   842,999.183   MT  0.99992806   -0 48 53.0
 AA1828;SPC LA S     -   594,410.53  2,765,739.82   sFT  0.99992806   -0 48 53.0
 AA1828;UTM  15      - 3,332,575.461   503,590.608   MT  0.99960016   +0 01 07.3
 AA1828
 AA1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1828!SPC LA S     -   1.00000394  x   0.99992806  =   0.99993200
 AA1828!UTM  15      -   1.00000394  x   0.99960016  =   0.99960409
 AA1828
 AA1828                          SUPERSEDED SURVEY CONTROL
 AA1828
 AA1828  ELLIP H (02/20/02)  -24.972  (m)                       GP(       ) 4 1
 AA1828  NAD 83(1992)-  30 07 27.99283(N)    092 57 45.80413(W) AD(       ) 1
 AA1828  ELLIP H (01/13/95)  -24.866  (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 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 = MARCH 13, 2009
 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(2007)-  30 04 56.55201(N)    092 54 41.50261(W)     ADJUSTED  
 AA1829* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1829  **This station is located in a suspected subsidence area (see below).
 AA1829  ___________________________________________________________________
 AA1829  EPOCH DATE  -        2002.00
 AA1829  X           -    -280,568.340 (meters)                     COMP
 AA1829  Y           -  -5,516,532.807 (meters)                     COMP
 AA1829  Z           -   3,178,265.794 (meters)                     COMP
 AA1829  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA1829  ELLIP HEIGHT-         -25.625 (meters)          (02/10/07) ADJUSTED
 AA1829  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA1829
 AA1829  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1829  Type    PID    Designation                      North   East  Ellip
 AA1829  -------------------------------------------------------------------
 AA1829  NETWORK AA1829 CP 2 4                            2.41   1.94   4.76
 AA1829  -------------------------------------------------------------------
 AA1829
 AA1829.The horizontal coordinates were established by GPS observations
 AA1829.and adjusted by the National Geodetic Survey in February 2007.
 AA1829
 AA1829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1829.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1829.The horizontal coordinates are valid at the epoch date displayed above.
 AA1829.The epoch date for horizontal control is a decimal equivalence
 AA1829.of Year/Month/Day.
 AA1829
 AA1829.The orthometric height was determined by GPS observations and a
 AA1829.high-resolution geoid model.
 AA1829 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1829 ** and geoid heights are valid at the date of observation. These heights
 AA1829 ** must always be validated when used as control.
 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 more information.
 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
 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     -   176,444.980   847,867.693   MT  0.99992675   -0 47 20.8
 AA1829;SPC LA S     -   578,886.57  2,781,712.59   sFT  0.99992675   -0 47 20.8
 AA1829;UTM  15      - 3,327,916.588   508,525.817   MT  0.99960090   +0 02 39.6
 AA1829
 AA1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1829!SPC LA S     -   1.00000402  x   0.99992675  =   0.99993077
 AA1829!UTM  15      -   1.00000402  x   0.99960090  =   0.99960492
 AA1829
 AA1829                          SUPERSEDED SURVEY CONTROL
 AA1829
 AA1829  ELLIP H (02/20/02)  -25.534  (m)                       GP(       ) 4 1
 AA1829  NAD 83(1992)-  30 04 56.54684(N)    092 54 41.49730(W) AD(       ) 1
 AA1829  ELLIP H (01/13/95)  -25.428  (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: 15RWP0852627917(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 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 = MARCH 13, 2009
 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(2007)-  30 02 27.99160(N)    093 04 49.00216(W)     ADJUSTED  
 AA1830* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1830  **This station is located in a suspected subsidence area (see below).
 AA1830  ___________________________________________________________________
 AA1830  EPOCH DATE  -        2002.00
 AA1830  X           -    -296,937.793 (meters)                     COMP
 AA1830  Y           -  -5,517,971.496 (meters)                     COMP
 AA1830  Z           -   3,174,307.006 (meters)                     COMP
 AA1830  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA1830  ELLIP HEIGHT-         -24.787 (meters)          (02/10/07) ADJUSTED
 AA1830  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AA1830
 AA1830  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1830  Type    PID    Designation                      North   East  Ellip
 AA1830  -------------------------------------------------------------------
 AA1830  NETWORK AA1830 CP 2 5                            2.16   1.72   4.23
 AA1830  -------------------------------------------------------------------
 AA1830
 AA1830.The horizontal coordinates were established by GPS observations
 AA1830.and adjusted by the National Geodetic Survey in February 2007.
 AA1830
 AA1830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1830.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1830.The horizontal coordinates are valid at the epoch date displayed above.
 AA1830.The epoch date for horizontal control is a decimal equivalence
 AA1830.of Year/Month/Day.
 AA1830
 AA1830.The orthometric height was determined by GPS observations and a
 AA1830.high-resolution geoid model.
 AA1830 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1830 ** and geoid heights are valid at the date of observation. These heights
 AA1830 ** must always be validated when used as control.
 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 more information.
 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
 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     -   172,107.298   831,532.281   MT  0.99992599   -0 52 24.6
 AA1830;SPC LA S     -   564,655.36  2,728,118.83   sFT  0.99992599   -0 52 24.6
 AA1830;UTM  15      - 3,323,343.267   492,260.528   MT  0.99960074   -0 02 24.7
 AA1830
 AA1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1830!SPC LA S     -   1.00000389  x   0.99992599  =   0.99992988
 AA1830!UTM  15      -   1.00000389  x   0.99960074  =   0.99960463
 AA1830
 AA1830                          SUPERSEDED SURVEY CONTROL
 AA1830
 AA1830  ELLIP H (02/20/02)  -24.696  (m)                       GP(       ) 4 1
 AA1830  NAD 83(1992)-  30 02 27.98626(N)    093 04 48.99663(W) AD(       ) 1
 AA1830  ELLIP H (01/13/95)  -24.584  (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 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 = MARCH 13, 2009
 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(2007)-  30 09 29.74069(N)    093 07 44.51079(W)     ADJUSTED  
 AA1831* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1831  **This station is located in a suspected subsidence area (see below).
 AA1831  ___________________________________________________________________
 AA1831  EPOCH DATE  -        2002.00
 AA1831  X           -    -301,277.450 (meters)                     COMP
 AA1831  Y           -  -5,511,215.188 (meters)                     COMP
 AA1831  Z           -   3,185,543.507 (meters)                     COMP
 AA1831  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA1831  ELLIP HEIGHT-         -22.942 (meters)          (02/10/07) ADJUSTED
 AA1831  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA1831
 AA1831  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1831  Type    PID    Designation                      North   East  Ellip
 AA1831  -------------------------------------------------------------------
 AA1831  NETWORK AA1831 CP 3 1                            1.67   1.31   3.49
 AA1831  -------------------------------------------------------------------
 AA1831
 AA1831.The horizontal coordinates were established by GPS observations
 AA1831.and adjusted by the National Geodetic Survey in February 2007.
 AA1831
 AA1831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1831.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1831.The horizontal coordinates are valid at the epoch date displayed above.
 AA1831.The epoch date for horizontal control is a decimal equivalence
 AA1831.of Year/Month/Day.
 AA1831
 AA1831.The orthometric height was determined by GPS observations and a
 AA1831.high-resolution geoid model.
 AA1831 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1831 ** and geoid heights are valid at the date of observation. These heights
 AA1831 ** must always be validated when used as control.
 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 more information.
 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
 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     -   185,164.276   827,034.685   MT  0.99992950   -0 53 52.3
 AA1831;SPC LA S     -   607,493.13  2,713,362.96   sFT  0.99992950   -0 53 52.3
 AA1831;UTM  15      - 3,336,329.227   487,575.069   MT  0.99960190   -0 03 53.4
 AA1831
 AA1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1831!SPC LA S     -   1.00000360  x   0.99992950  =   0.99993310
 AA1831!UTM  15      -   1.00000360  x   0.99960190  =   0.99960550
 AA1831
 AA1831                          SUPERSEDED SURVEY CONTROL
 AA1831
 AA1831  ELLIP H (02/20/02)  -22.892  (m)                       GP(       ) 4 1
 AA1831  NAD 83(1992)-  30 09 29.73697(N)    093 07 44.50594(W) AD(       ) 1
 AA1831  ELLIP H (01/13/95)  -22.792  (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 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 = MARCH 13, 2009
 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(2007)-  30 04 52.85770(N)    093 10 58.80666(W)     ADJUSTED  
 AA1832* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1832  **This station is located in a suspected subsidence area (see below).
 AA1832  ___________________________________________________________________
 AA1832  EPOCH DATE  -        2002.00
 AA1832  X           -    -306,706.232 (meters)                     COMP
 AA1832  Y           -  -5,515,199.703 (meters)                     COMP
 AA1832  Z           -   3,178,168.080 (meters)                     COMP
 AA1832  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA1832  ELLIP HEIGHT-         -24.186 (meters)          (02/10/07) ADJUSTED
 AA1832  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AA1832
 AA1832  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1832  Type    PID    Designation                      North   East  Ellip
 AA1832  -------------------------------------------------------------------
 AA1832  NETWORK AA1832 CP 3 2                            1.76   1.41   3.57
 AA1832  -------------------------------------------------------------------
 AA1832
 AA1832.The horizontal coordinates were established by GPS observations
 AA1832.and adjusted by the National Geodetic Survey in February 2007.
 AA1832
 AA1832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1832.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1832.The horizontal coordinates are valid at the epoch date displayed above.
 AA1832.The epoch date for horizontal control is a decimal equivalence
 AA1832.of Year/Month/Day.
 AA1832
 AA1832.The orthometric height was determined by GPS observations and a
 AA1832.high-resolution geoid model.
 AA1832 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1832 ** and geoid heights are valid at the date of observation. These heights
 AA1832 ** must always be validated when used as control.
 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 more information.
 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
 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     -   176,722.660   821,698.914   MT  0.99992673   -0 55 29.5
 AA1832;SPC LA S     -   579,797.59  2,695,857.19   sFT  0.99992673   -0 55 29.5
 AA1832;UTM  15      - 3,327,813.693   482,364.293   MT  0.99960384   -0 05 30.2
 AA1832
 AA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1832!SPC LA S     -   1.00000380  x   0.99992673  =   0.99993053
 AA1832!UTM  15      -   1.00000380  x   0.99960384  =   0.99960764
 AA1832
 AA1832                          SUPERSEDED SURVEY CONTROL
 AA1832
 AA1832  ELLIP H (02/20/02)  -24.146  (m)                       GP(       ) 4 1
 AA1832  NAD 83(1992)-  30 04 52.85461(N)    093 10 58.80106(W) AD(       ) 1
 AA1832  ELLIP H (01/13/95)  -24.016  (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 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 = MARCH 13, 2009
 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(2007)-  30 03 07.24106(N)    093 12 46.31346(W)     ADJUSTED  
 AA1833* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1833  **This station is located in a suspected subsidence area (see below).
 AA1833  ___________________________________________________________________
 AA1833  EPOCH DATE  -        2002.00
 AA1833  X           -    -309,672.007 (meters)                     COMP
 AA1833  Y           -  -5,516,664.715 (meters)                     COMP
 AA1833  Z           -   3,175,352.787 (meters)                     COMP
 AA1833  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA1833  ELLIP HEIGHT-         -25.574 (meters)          (02/10/07) ADJUSTED
 AA1833  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AA1833
 AA1833  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1833  Type    PID    Designation                      North   East  Ellip
 AA1833  -------------------------------------------------------------------
 AA1833  NETWORK AA1833 CP 3 5                            1.92   1.55   3.74
 AA1833  -------------------------------------------------------------------
 AA1833
 AA1833.The horizontal coordinates were established by GPS observations
 AA1833.and adjusted by the National Geodetic Survey in February 2007.
 AA1833
 AA1833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1833.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1833.The horizontal coordinates are valid at the epoch date displayed above.
 AA1833.The epoch date for horizontal control is a decimal equivalence
 AA1833.of Year/Month/Day.
 AA1833
 AA1833.The orthometric height was determined by GPS observations and a
 AA1833.high-resolution geoid model.
 AA1833 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1833 ** and geoid heights are valid at the date of observation. These heights
 AA1833 ** must always be validated when used as control.
 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 more information.
 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
 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     -   173,517.962   818,767.151   MT  0.99992614   -0 56 23.2
 AA1833;SPC LA S     -   569,283.51  2,686,238.56   sFT  0.99992614   -0 56 23.2
 AA1833;UTM  15      - 3,324,567.749   479,480.368   MT  0.99960519   -0 06 23.8
 AA1833
 AA1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1833!SPC LA S     -   1.00000402  x   0.99992614  =   0.99993016
 AA1833!UTM  15      -   1.00000402  x   0.99960519  =   0.99960920
 AA1833
 AA1833                          SUPERSEDED SURVEY CONTROL
 AA1833
 AA1833  ELLIP H (02/20/02)  -25.533  (m)                       GP(       ) 4 1
 AA1833  NAD 83(1992)-  30 03 07.23797(N)    093 12 46.30784(W) AD(       ) 1
 AA1833  ELLIP H (01/13/95)  -25.402  (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: 15RVP7948024568(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 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 = MARCH 13, 2009
 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(2007)-  30 17 08.51452(N)    093 26 16.83953(W)     ADJUSTED  
 AA1834* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1834  **This station is located in a suspected subsidence area (see below).
 AA1834  ___________________________________________________________________
 AA1834  EPOCH DATE  -        2002.00
 AA1834  X           -    -330,566.981 (meters)                     COMP
 AA1834  Y           -  -5,502,412.845 (meters)                     COMP
 AA1834  Z           -   3,197,750.875 (meters)                     COMP
 AA1834  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1834  ELLIP HEIGHT-         -22.230 (meters)          (02/10/07) ADJUSTED
 AA1834  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA1834
 AA1834  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1834  Type    PID    Designation                      North   East  Ellip
 AA1834  -------------------------------------------------------------------
 AA1834  NETWORK AA1834 CP 4 1                            1.37   1.10   3.16
 AA1834  -------------------------------------------------------------------
 AA1834
 AA1834.The horizontal coordinates were established by GPS observations
 AA1834.and adjusted by the National Geodetic Survey in February 2007.
 AA1834
 AA1834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1834.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1834.The horizontal coordinates are valid at the epoch date displayed above.
 AA1834.The epoch date for horizontal control is a decimal equivalence
 AA1834.of Year/Month/Day.
 AA1834
 AA1834.The orthometric height was determined by GPS observations and a
 AA1834.high-resolution geoid model.
 AA1834 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1834 ** and geoid heights are valid at the date of observation. These heights
 AA1834 ** must always be validated when used as control.
 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 more information.
 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
 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     -   199,794.662   797,535.615   MT  0.99993805   -1 03 08.5
 AA1834;SPC LA S     -   655,492.99  2,616,581.43   sFT  0.99993805   -1 03 08.5
 AA1834;UTM  15      - 3,350,524.949   457,876.184   MT  0.99962189   -0 13 15.2
 AA1834
 AA1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1834!SPC LA S     -   1.00000349  x   0.99993805  =   0.99994154
 AA1834!UTM  15      -   1.00000349  x   0.99962189  =   0.99962538
 AA1834
 AA1834                          SUPERSEDED SURVEY CONTROL
 AA1834
 AA1834  ELLIP H (02/20/02)  -22.172  (m)                       GP(       ) 4 1
 AA1834  NAD 83(1992)-  30 17 08.51203(N)    093 26 16.83743(W) AD(       ) 1
 AA1834  ELLIP H (01/13/95)  -22.086  (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 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 = MARCH 13, 2009
 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(2007)-  30 12 54.76221(N)    093 17 30.24224(W)     ADJUSTED  
 AA1835* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1835  **This station is located in a suspected subsidence area (see below).
 AA1835  ___________________________________________________________________
 AA1835  EPOCH DATE  -        2002.00
 AA1835  X           -    -316,744.164 (meters)                     COMP
 AA1835  Y           -  -5,507,168.127 (meters)                     COMP
 AA1835  Z           -   3,191,000.559 (meters)                     COMP
 AA1835  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA1835  ELLIP HEIGHT-         -23.071 (meters)          (02/10/07) ADJUSTED
 AA1835  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA1835
 AA1835  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1835  Type    PID    Designation                      North   East  Ellip
 AA1835  -------------------------------------------------------------------
 AA1835  NETWORK AA1835 CP 4 3                            1.61   1.31   3.59
 AA1835  -------------------------------------------------------------------
 AA1835
 AA1835.The horizontal coordinates were established by GPS observations
 AA1835.and adjusted by the National Geodetic Survey in February 2007.
 AA1835
 AA1835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1835.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1835.The horizontal coordinates are valid at the epoch date displayed above.
 AA1835.The epoch date for horizontal control is a decimal equivalence
 AA1835.of Year/Month/Day.
 AA1835
 AA1835.The orthometric height was determined by GPS observations and a
 AA1835.high-resolution geoid model.
 AA1835 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1835 ** and geoid heights are valid at the date of observation. These heights
 AA1835 ** must always be validated when used as control.
 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 more information.
 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
 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     -   191,732.909   811,472.124   MT  0.99993271   -0 58 45.2
 AA1835;SPC LA S     -   629,043.72  2,662,304.79   sFT  0.99993271   -0 58 45.2
 AA1835;UTM  15      - 3,342,668.917   471,923.785   MT  0.99960972   -0 08 48.5
 AA1835
 AA1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1835!SPC LA S     -   1.00000362  x   0.99993271  =   0.99993633
 AA1835!UTM  15      -   1.00000362  x   0.99960972  =   0.99961334
 AA1835
 AA1835                          SUPERSEDED SURVEY CONTROL
 AA1835
 AA1835  ELLIP H (02/20/02)  -23.011  (m)                       GP(       ) 4 1
 AA1835  NAD 83(1992)-  30 12 54.75905(N)    093 17 30.23805(W) AD(       ) 1
 AA1835  ELLIP H (01/13/95)  -22.926  (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 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 = MARCH 13, 2009
 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(2007)-  30 08 22.35226(N)    093 26 03.92487(W)     ADJUSTED  
 AA1836* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1836  **This station is located in a suspected subsidence area (see below).
 AA1836  ___________________________________________________________________
 AA1836  EPOCH DATE  -        2002.00
 AA1836  X           -    -330,710.740 (meters)                     COMP
 AA1836  Y           -  -5,510,569.596 (meters)                     COMP
 AA1836  Z           -   3,183,748.078 (meters)                     COMP
 AA1836  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1836  ELLIP HEIGHT-         -25.038 (meters)          (02/10/07) ADJUSTED
 AA1836  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA1836
 AA1836  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1836  Type    PID    Designation                      North   East  Ellip
 AA1836  -------------------------------------------------------------------
 AA1836  NETWORK AA1836 CP 4 4                            1.59   1.27   3.31
 AA1836  -------------------------------------------------------------------
 AA1836
 AA1836.The horizontal coordinates were established by GPS observations
 AA1836.and adjusted by the National Geodetic Survey in February 2007.
 AA1836
 AA1836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1836.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1836.The horizontal coordinates are valid at the epoch date displayed above.
 AA1836.The epoch date for horizontal control is a decimal equivalence
 AA1836.of Year/Month/Day.
 AA1836
 AA1836.The orthometric height was determined by GPS observations and a
 AA1836.high-resolution geoid model.
 AA1836 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1836 ** and geoid heights are valid at the date of observation. These heights
 AA1836 ** must always be validated when used as control.
 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 more information.
 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
 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     -   183,589.846   797,583.628   MT  0.99992866   -1 03 02.1
 AA1836;SPC LA S     -   602,327.69  2,616,738.95   sFT  0.99992866   -1 03 02.1
 AA1836;UTM  15      - 3,334,327.579   458,159.394   MT  0.99962160   -0 13 05.3
 AA1836
 AA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1836!SPC LA S     -   1.00000393  x   0.99992866  =   0.99993259
 AA1836!UTM  15      -   1.00000393  x   0.99962160  =   0.99962553
 AA1836
 AA1836                          SUPERSEDED SURVEY CONTROL
 AA1836
 AA1836  ELLIP H (02/20/02)  -24.988  (m)                       GP(       ) 4 1
 AA1836  NAD 83(1992)-  30 08 22.34969(N)    093 26 03.92310(W) AD(       ) 1
 AA1836  ELLIP H (01/13/95)  -24.898  (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: 15RVP5815934328(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 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 = MARCH 13, 2009
 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(2007)-  30 05 47.09582(N)    093 26 02.58620(W)     ADJUSTED  
 AA1837* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1837  **This station is located in a suspected subsidence area (see below).
 AA1837  ___________________________________________________________________
 AA1837  EPOCH DATE  -        2002.00
 AA1837  X           -    -330,818.618 (meters)                     COMP
 AA1837  Y           -  -5,512,965.491 (meters)                     COMP
 AA1837  Z           -   3,179,612.240 (meters)                     COMP
 AA1837  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA1837  ELLIP HEIGHT-         -26.025 (meters)          (02/10/07) ADJUSTED
 AA1837  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA1837
 AA1837  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1837  Type    PID    Designation                      North   East  Ellip
 AA1837  -------------------------------------------------------------------
 AA1837  NETWORK AA1837 CP 4 5                            1.45   1.16   3.16
 AA1837  -------------------------------------------------------------------
 AA1837
 AA1837.The horizontal coordinates were established by GPS observations
 AA1837.and adjusted by the National Geodetic Survey in February 2007.
 AA1837
 AA1837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1837.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1837.The horizontal coordinates are valid at the epoch date displayed above.
 AA1837.The epoch date for horizontal control is a decimal equivalence
 AA1837.of Year/Month/Day.
 AA1837
 AA1837.The orthometric height was determined by GPS observations and a
 AA1837.high-resolution geoid model.
 AA1837 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1837 ** and geoid heights are valid at the date of observation. These heights
 AA1837 ** must always be validated when used as control.
 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 more information.
 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
 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     -   178,809.542   797,531.814   MT  0.99992713   -1 03 01.4
 AA1837;SPC LA S     -   586,644.31  2,616,568.96   sFT  0.99992713   -1 03 01.4
 AA1837;UTM  15      - 3,329,548.491   458,177.042   MT  0.99962158   -0 13 03.6
 AA1837
 AA1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1837!SPC LA S     -   1.00000409  x   0.99992713  =   0.99993122
 AA1837!UTM  15      -   1.00000409  x   0.99962158  =   0.99962567
 AA1837
 AA1837                          SUPERSEDED SURVEY CONTROL
 AA1837
 AA1837  ELLIP H (02/20/02)  -25.977  (m)                       GP(       ) 4 1
 AA1837  NAD 83(1992)-  30 05 47.09291(N)    093 26 02.58403(W) AD(       ) 1
 AA1837  ELLIP H (01/13/95)  -25.887  (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 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 = MARCH 13, 2009
 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(2007)-  30 03 55.42909(N)    093 20 56.22798(W)     ADJUSTED  
 AA1838* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1838  **This station is located in a suspected subsidence area (see below).
 AA1838  ___________________________________________________________________
 AA1838  EPOCH DATE  -        2002.00
 AA1838  X           -    -322,730.764 (meters)                     COMP
 AA1838  Y           -  -5,515,172.153 (meters)                     COMP
 AA1838  Z           -   3,176,637.342 (meters)                     COMP
 AA1838  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA1838  ELLIP HEIGHT-         -25.013 (meters)          (02/10/07) ADJUSTED
 AA1838  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA1838
 AA1838  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1838  Type    PID    Designation                      North   East  Ellip
 AA1838  -------------------------------------------------------------------
 AA1838  NETWORK AA1838 CP 4 6                            1.94   1.51   3.70
 AA1838  -------------------------------------------------------------------
 AA1838
 AA1838.The horizontal coordinates were established by GPS observations
 AA1838.and adjusted by the National Geodetic Survey in February 2007.
 AA1838
 AA1838.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1838.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1838.The horizontal coordinates are valid at the epoch date displayed above.
 AA1838.The epoch date for horizontal control is a decimal equivalence
 AA1838.of Year/Month/Day.
 AA1838
 AA1838.The orthometric height was determined by GPS observations and a
 AA1838.high-resolution geoid model.
 AA1838 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1838 ** and geoid heights are valid at the date of observation. These heights
 AA1838 ** must always be validated when used as control.
 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 more information.
 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
 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     -   175,224.485   805,672.403   MT  0.99992638   -1 00 28.2
 AA1838;SPC LA S     -   574,882.33  2,643,276.88   sFT  0.99992638   -1 00 28.2
 AA1838;UTM  15      - 3,326,083.214   466,366.351   MT  0.99961396   -0 10 29.4
 AA1838
 AA1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1838!SPC LA S     -   1.00000393  x   0.99992638  =   0.99993031
 AA1838!UTM  15      -   1.00000393  x   0.99961396  =   0.99961789
 AA1838
 AA1838                          SUPERSEDED SURVEY CONTROL
 AA1838
 AA1838  ELLIP H (02/20/02)  -24.971  (m)                       GP(       ) 4 1
 AA1838  NAD 83(1992)-  30 03 55.42576(N)    093 20 56.22364(W) AD(       ) 1
 AA1838  ELLIP H (01/13/95)  -24.862  (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 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 = MARCH 13, 2009
 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(2007)-  30 22 58.06569(N)    093 40 22.51053(W)     ADJUSTED  
 AA1839* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1839  **This station is located in a suspected subsidence area (see below).
 AA1839  ___________________________________________________________________
 AA1839  EPOCH DATE  -        2002.00
 AA1839  X           -    -352,775.638 (meters)                     COMP
 AA1839  Y           -  -5,495,590.085 (meters)                     COMP
 AA1839  Z           -   3,207,043.524 (meters)                     COMP
 AA1839  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA1839  ELLIP HEIGHT-         -17.686 (meters)          (02/10/07) ADJUSTED
 AA1839  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA1839
 AA1839  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1839  Type    PID    Designation                      North   East  Ellip
 AA1839  -------------------------------------------------------------------
 AA1839  NETWORK AA1839 CP 5 1                            1.59   1.23   3.25
 AA1839  -------------------------------------------------------------------
 AA1839
 AA1839.The horizontal coordinates were established by GPS observations
 AA1839.and adjusted by the National Geodetic Survey in February 2007.
 AA1839
 AA1839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1839.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1839.The horizontal coordinates are valid at the epoch date displayed above.
 AA1839.The epoch date for horizontal control is a decimal equivalence
 AA1839.of Year/Month/Day.
 AA1839
 AA1839.The orthometric height was determined by GPS observations and a
 AA1839.high-resolution geoid model.
 AA1839 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1839 ** and geoid heights are valid at the date of observation. These heights
 AA1839 ** must always be validated when used as control.
 AA1839 ** The orthometric height has not been validated since last determined
 AA1839 ** by differential leveling and should not be used for control purposes.
 AA1839 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1839 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1839 ** epoch indicated which incorporates improved geoid heights for the
 AA1839 ** Southern Louisiana Subsidence area.
 AA1839 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   210,994.067   775,160.760   MT  0.99994788   -1 10 11.4
 AA1839;SPC LA S     -   692,236.37  2,543,173.26   sFT  0.99994788   -1 10 11.4
 AA1839;UTM  15      - 3,361,395.517   435,348.264   MT  0.99965156   -0 20 25.3
 AA1839
 AA1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1839!SPC LA S     -   1.00000278  x   0.99994788  =   0.99995066
 AA1839!UTM  15      -   1.00000278  x   0.99965156  =   0.99965434
 AA1839
 AA1839                          SUPERSEDED SURVEY CONTROL
 AA1839
 AA1839  ELLIP H (02/20/02)  -17.650  (m)                       GP(       ) 4 1
 AA1839  NAD 83(1992)-  30 22 58.06414(N)    093 40 22.50973(W) AD(       ) 1
 AA1839  NAD 83(1992)-  30 22 58.06414(N)    093 40 22.50973(W) AD(       ) 1
 AA1839  ELLIP H (01/13/95)  -17.565  (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: 15RVP3534861396(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 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 = MARCH 13, 2009
 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(2007)-  30 21 21.97996(N)    093 35 28.34188(W)     ADJUSTED  
 AA1840* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1840  **This station is located in a suspected subsidence area (see below).
 AA1840  ___________________________________________________________________
 AA1840  EPOCH DATE  -        2002.00
 AA1840  X           -    -345,031.590 (meters)                     COMP
 AA1840  Y           -  -5,497,584.613 (meters)                     COMP
 AA1840  Z           -   3,204,493.020 (meters)                     COMP
 AA1840  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA1840  ELLIP HEIGHT-         -13.027 (meters)          (02/10/07) ADJUSTED
 AA1840  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA1840
 AA1840  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1840  Type    PID    Designation                      North   East  Ellip
 AA1840  -------------------------------------------------------------------
 AA1840  NETWORK AA1840 CP 5 2                            1.65   1.27   3.25
 AA1840  -------------------------------------------------------------------
 AA1840
 AA1840.The horizontal coordinates were established by GPS observations
 AA1840.and adjusted by the National Geodetic Survey in February 2007.
 AA1840
 AA1840.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1840.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1840.The horizontal coordinates are valid at the epoch date displayed above.
 AA1840.The epoch date for horizontal control is a decimal equivalence
 AA1840.of Year/Month/Day.
 AA1840
 AA1840.The orthometric height was determined by GPS observations and a
 AA1840.high-resolution geoid model.
 AA1840 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1840 ** and geoid heights are valid at the date of observation. These heights
 AA1840 ** must always be validated when used as control.
 AA1840 ** The orthometric height has not been validated since last determined
 AA1840 ** by differential leveling and should not be used for control purposes.
 AA1840 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1840 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1840 ** epoch indicated which incorporates improved geoid heights for the
 AA1840 ** Southern Louisiana Subsidence area.
 AA1840 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   207,878.394   782,954.273   MT  0.99994489   -1 07 44.3
 AA1840;SPC LA S     -   682,014.36  2,568,742.48   sFT  0.99994489   -1 07 44.3
 AA1840;UTM  15      - 3,358,393.945   443,183.726   MT  0.99963982   -0 17 55.6
 AA1840
 AA1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1840!SPC LA S     -   1.00000205  x   0.99994489  =   0.99994694
 AA1840!UTM  15      -   1.00000205  x   0.99963982  =   0.99964187
 AA1840
 AA1840                          SUPERSEDED SURVEY CONTROL
 AA1840
 AA1840  ELLIP H (02/20/02)  -12.987  (m)                       GP(       ) 4 1
 AA1840  NAD 83(1992)-  30 21 21.97822(N)    093 35 28.34086(W) AD(       ) 1
 AA1840  ELLIP H (01/13/95)  -12.902  (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 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 = MARCH 13, 2009
 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(2007)-  30 16 54.08396(N)    093 34 02.82704(W)     ADJUSTED  
 AA1841* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1841  **This station is located in a suspected subsidence area (see below).
 AA1841  ___________________________________________________________________
 AA1841  EPOCH DATE  -        2002.00
 AA1841  X           -    -343,011.115 (meters)                     COMP
 AA1841  Y           -  -5,501,878.096 (meters)                     COMP
 AA1841  Z           -   3,197,368.576 (meters)                     COMP
 AA1841  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1841  ELLIP HEIGHT-         -19.392 (meters)          (02/10/07) ADJUSTED
 AA1841  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA1841
 AA1841  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1841  Type    PID    Designation                      North   East  Ellip
 AA1841  -------------------------------------------------------------------
 AA1841  NETWORK AA1841 CP 5 3                            1.08   0.90   2.82
 AA1841  -------------------------------------------------------------------
 AA1841
 AA1841.The horizontal coordinates were established by GPS observations
 AA1841.and adjusted by the National Geodetic Survey in February 2007.
 AA1841
 AA1841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1841.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1841.The horizontal coordinates are valid at the epoch date displayed above.
 AA1841.The epoch date for horizontal control is a decimal equivalence
 AA1841.of Year/Month/Day.
 AA1841
 AA1841.The orthometric height was determined by GPS observations and a
 AA1841.high-resolution geoid model.
 AA1841 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1841 ** and geoid heights are valid at the date of observation. These heights
 AA1841 ** must always be validated when used as control.
 AA1841 ** The orthometric height has not been validated since last determined
 AA1841 ** by differential leveling and should not be used for control purposes.
 AA1841 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1841 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1841 ** epoch indicated which incorporates improved geoid heights for the
 AA1841 ** Southern Louisiana Subsidence area.
 AA1841 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   199,586.143   785,076.608   MT  0.99993771   -1 07 01.5
 AA1841;SPC LA S     -   654,808.87  2,575,705.50   sFT  0.99993771   -1 07 01.5
 AA1841;UTM  15      - 3,350,135.832   445,425.359   MT  0.99963674   -0 17 10.1
 AA1841
 AA1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1841!SPC LA S     -   1.00000305  x   0.99993771  =   0.99994076
 AA1841!UTM  15      -   1.00000305  x   0.99963674  =   0.99963978
 AA1841
 AA1841                          SUPERSEDED SURVEY CONTROL
 AA1841
 AA1841  ELLIP H (02/20/02)  -19.361  (m)                       GP(       ) 4 1
 AA1841  NAD 83(1992)-  30 16 54.08224(N)    093 34 02.82613(W) AD(       ) 1
 AA1841  ELLIP H (01/13/95)  -19.274  (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 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 = MARCH 13, 2009
 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(2007)-  30 29 25.55161(N)    093 26 10.67156(W)     ADJUSTED  
 AA1842* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1842  **This station is located in a suspected subsidence area (see below).
 AA1842  ___________________________________________________________________
 AA1842  EPOCH DATE  -        2002.00
 AA1842  X           -    -329,715.391 (meters)                     COMP
 AA1842  Y           -  -5,490,980.805 (meters)                     COMP
 AA1842  Z           -   3,217,340.082 (meters)                     COMP
 AA1842  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA1842  ELLIP HEIGHT-          -0.748 (meters)          (02/10/07) ADJUSTED
 AA1842  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA1842
 AA1842  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1842  Type    PID    Designation                      North   East  Ellip
 AA1842  -------------------------------------------------------------------
 AA1842  NETWORK AA1842 CP 6 1                            1.82   1.49   3.59
 AA1842  -------------------------------------------------------------------
 AA1842
 AA1842.The horizontal coordinates were established by GPS observations
 AA1842.and adjusted by the National Geodetic Survey in February 2007.
 AA1842
 AA1842.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1842.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1842.The horizontal coordinates are valid at the epoch date displayed above.
 AA1842.The epoch date for horizontal control is a decimal equivalence
 AA1842.of Year/Month/Day.
 AA1842
 AA1842.The orthometric height was determined by GPS observations and a
 AA1842.high-resolution geoid model.
 AA1842 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1842 ** and geoid heights are valid at the date of observation. These heights
 AA1842 ** must always be validated when used as control.
 AA1842 ** The orthometric height has not been validated since last determined
 AA1842 ** by differential leveling and should not be used for control purposes.
 AA1842 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1842 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1842 ** epoch indicated which incorporates improved geoid heights for the
 AA1842 ** Southern Louisiana Subsidence area.
 AA1842 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   222,483.102   798,116.901   MT  0.99996213   -1 03 05.4
 AA1842;SPC LA S     -   729,929.98  2,618,488.53   sFT  0.99996213   -1 03 05.4
 AA1842;UTM  15      - 3,373,212.005   458,128.351   MT  0.99962163   -0 13 17.0
 AA1842
 AA1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1842!SPC LA S     -   1.00000012  x   0.99996213  =   0.99996225
 AA1842!UTM  15      -   1.00000012  x   0.99962163  =   0.99962175
 AA1842
 AA1842                          SUPERSEDED SURVEY CONTROL
 AA1842
 AA1842  ELLIP H (02/20/02)   -0.683  (m)                       GP(       ) 4 1
 AA1842  NAD 83(1992)-  30 29 25.54893(N)    093 26 10.66909(W) AD(       ) 1
 AA1842  ELLIP H (01/13/95)   -0.602  (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 10, 2009
 AA1842
 AA1842  HISTORY     - Date     Condition        Report By
 AA1842  HISTORY     - 1990     MONUMENTED       VFM
 AA1842  HISTORY     - 20021102 GOOD             USPSQD
 AA1842  HISTORY     - 20050206 GOOD             USPSQD
 AA1842  HISTORY     - 20090210 GOOD             LADTD
 AA1842
 AA1842                          STATION DESCRIPTION
 AA1842
 AA1842'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES 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.
 AA1842
 AA1842                          STATION RECOVERY (2009)
 AA1842
 AA1842'RECOVERY NOTE BY LA TRANSP AND DEV 2009 (JAT)
 AA1842'THE FIBERGLASS WITNESS POST WAS DISTROYED.  WE PLACED A METAL WITNESS
 AA1842'POST AND A WHITE LADOTD SURVEY MARKER SIGN IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 27 03.59573(N)    093 26 00.04167(W)     ADJUSTED  
 AA1843* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1843  **This station is located in a suspected subsidence area (see below).
 AA1843  ___________________________________________________________________
 AA1843  EPOCH DATE  -        2002.00
 AA1843  X           -    -329,565.085 (meters)                     COMP
 AA1843  Y           -  -5,493,209.186 (meters)                     COMP
 AA1843  Z           -   3,213,571.547 (meters)                     COMP
 AA1843  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA1843  ELLIP HEIGHT-          -2.360 (meters)          (02/10/07) ADJUSTED
 AA1843  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA1843
 AA1843  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1843  Type    PID    Designation                      North   East  Ellip
 AA1843  -------------------------------------------------------------------
 AA1843  NETWORK AA1843 CP 6 2                            1.65   1.35   3.41
 AA1843  -------------------------------------------------------------------
 AA1843
 AA1843.The horizontal coordinates were established by GPS observations
 AA1843.and adjusted by the National Geodetic Survey in February 2007.
 AA1843
 AA1843.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1843.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1843.The horizontal coordinates are valid at the epoch date displayed above.
 AA1843.The epoch date for horizontal control is a decimal equivalence
 AA1843.of Year/Month/Day.
 AA1843
 AA1843.The orthometric height was determined by GPS observations and a
 AA1843.high-resolution geoid model.
 AA1843 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1843 ** and geoid heights are valid at the date of observation. These heights
 AA1843 ** must always be validated when used as control.
 AA1843 ** The orthometric height has not been validated since last determined
 AA1843 ** by differential leveling and should not be used for control purposes.
 AA1843 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1843 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1843 ** epoch indicated which incorporates improved geoid heights for the
 AA1843 ** Southern Louisiana Subsidence area.
 AA1843 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   218,107.347   798,320.225   MT  0.99995650   -1 03 00.1
 AA1843;SPC LA S     -   715,573.85  2,619,155.60   sFT  0.99995650   -1 03 00.1
 AA1843;UTM  15      - 3,368,841.132   458,394.970   MT  0.99962135   -0 13 10.6
 AA1843
 AA1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1843!SPC LA S     -   1.00000037  x   0.99995650  =   0.99995687
 AA1843!UTM  15      -   1.00000037  x   0.99962135  =   0.99962172
 AA1843
 AA1843                          SUPERSEDED SURVEY CONTROL
 AA1843
 AA1843  ELLIP H (02/20/02)   -2.296  (m)                       GP(       ) 4 1
 AA1843  NAD 83(1992)-  30 27 03.59307(N)    093 26 00.03925(W) AD(       ) 1
 AA1843  ELLIP H (01/13/95)   -2.214  (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 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 = MARCH 13, 2009
 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(2007)-  30 22 02.82214(N)    093 28 09.26857(W)     ADJUSTED  
 AA1844* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1844  **This station is located in a suspected subsidence area (see below).
 AA1844  ___________________________________________________________________
 AA1844  EPOCH DATE  -        2002.00
 AA1844  X           -    -333,289.660 (meters)                     COMP
 AA1844  Y           -  -5,497,671.280 (meters)                     COMP
 AA1844  Z           -   3,205,577.756 (meters)                     COMP
 AA1844  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA1844  ELLIP HEIGHT-         -13.950 (meters)          (02/10/07) ADJUSTED
 AA1844  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA1844
 AA1844  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1844  Type    PID    Designation                      North   East  Ellip
 AA1844  -------------------------------------------------------------------
 AA1844  NETWORK AA1844 CP 6 3                            1.41   1.12   3.14
 AA1844  -------------------------------------------------------------------
 AA1844
 AA1844.The horizontal coordinates were established by GPS observations
 AA1844.and adjusted by the National Geodetic Survey in February 2007.
 AA1844
 AA1844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1844.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1844.The horizontal coordinates are valid at the epoch date displayed above.
 AA1844.The epoch date for horizontal control is a decimal equivalence
 AA1844.of Year/Month/Day.
 AA1844
 AA1844.The orthometric height was determined by GPS observations and a
 AA1844.high-resolution geoid model.
 AA1844 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1844 ** and geoid heights are valid at the date of observation. These heights
 AA1844 ** must always be validated when used as control.
 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 more information.
 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
 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     -   208,911.024   794,700.601   MT  0.99994614   -1 04 04.7
 AA1844;SPC LA S     -   685,402.25  2,607,280.22   sFT  0.99994614   -1 04 04.7
 AA1844;UTM  15      - 3,359,596.340   454,910.177   MT  0.99962508   -0 14 14.0
 AA1844
 AA1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1844!SPC LA S     -   1.00000219  x   0.99994614  =   0.99994833
 AA1844!UTM  15      -   1.00000219  x   0.99962508  =   0.99962727
 AA1844
 AA1844                          SUPERSEDED SURVEY CONTROL
 AA1844
 AA1844  ELLIP H (02/20/02)  -13.888  (m)                       GP(       ) 4 1
 AA1844  NAD 83(1992)-  30 22 02.81951(N)    093 28 09.26637(W) AD(       ) 1
 AA1844  ELLIP H (01/13/95)  -13.805  (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 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 = MARCH 13, 2009
 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(2007)-  30 19 16.48449(N)    093 29 59.15514(W)     ADJUSTED  
 AA1845* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1845  **This station is located in a suspected subsidence area (see below).
 AA1845  ___________________________________________________________________
 AA1845  EPOCH DATE  -        2002.00
 AA1845  X           -    -336,376.073 (meters)                     COMP
 AA1845  Y           -  -5,500,069.887 (meters)                     COMP
 AA1845  Z           -   3,201,153.809 (meters)                     COMP
 AA1845  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA1845  ELLIP HEIGHT-         -20.837 (meters)          (02/10/07) ADJUSTED
 AA1845  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1845
 AA1845  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1845  Type    PID    Designation                      North   East  Ellip
 AA1845  -------------------------------------------------------------------
 AA1845  NETWORK AA1845 CP 6 4                            1.55   1.20   3.43
 AA1845  -------------------------------------------------------------------
 AA1845
 AA1845.The horizontal coordinates were established by GPS observations
 AA1845.and adjusted by the National Geodetic Survey in February 2007.
 AA1845
 AA1845.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1845.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1845.The horizontal coordinates are valid at the epoch date displayed above.
 AA1845.The epoch date for horizontal control is a decimal equivalence
 AA1845.of Year/Month/Day.
 AA1845
 AA1845.The orthometric height was determined by GPS observations and a
 AA1845.high-resolution geoid model.
 AA1845 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1845 ** and geoid heights are valid at the date of observation. These heights
 AA1845 ** must always be validated when used as control.
 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 more information.
 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
 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     -   203,845.111   791,670.205   MT  0.99994132   -1 04 59.7
 AA1845;SPC LA S     -   668,781.84  2,597,338.00   sFT  0.99994132   -1 04 59.7
 AA1845;UTM  15      - 3,354,488.636   451,954.494   MT  0.99962848   -0 15 08.3
 AA1845
 AA1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1845!SPC LA S     -   1.00000327  x   0.99994132  =   0.99994459
 AA1845!UTM  15      -   1.00000327  x   0.99962848  =   0.99963175
 AA1845
 AA1845                          SUPERSEDED SURVEY CONTROL
 AA1845
 AA1845  ELLIP H (02/20/02)  -20.781  (m)                       GP(       ) 4 1
 AA1845  NAD 83(1992)-  30 19 16.48210(N)    093 29 59.15326(W) AD(       ) 1
 AA1845  ELLIP H (01/13/95)  -20.697  (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: 15RVP5195454489(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 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 = MARCH 13, 2009
 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(2007)-  30 23 42.20622(N)    093 21 15.18354(W)     ADJUSTED  
 AA1846* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1846  **This station is located in a suspected subsidence area (see below).
 AA1846  ___________________________________________________________________
 AA1846  EPOCH DATE  -        2002.00
 AA1846  X           -    -322,161.498 (meters)                     COMP
 AA1846  Y           -  -5,496,781.771 (meters)                     COMP
 AA1846  Z           -   3,208,216.552 (meters)                     COMP
 AA1846  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA1846  ELLIP HEIGHT-         -16.681 (meters)          (02/10/07) ADJUSTED
 AA1846  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA1846
 AA1846  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1846  Type    PID    Designation                      North   East  Ellip
 AA1846  -------------------------------------------------------------------
 AA1846  NETWORK AA1846 CP 6 5                            1.45   1.22   3.25
 AA1846  -------------------------------------------------------------------
 AA1846
 AA1846.The horizontal coordinates were established by GPS observations
 AA1846.and adjusted by the National Geodetic Survey in February 2007.
 AA1846
 AA1846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1846.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1846.The horizontal coordinates are valid at the epoch date displayed above.
 AA1846.The epoch date for horizontal control is a decimal equivalence
 AA1846.of Year/Month/Day.
 AA1846
 AA1846.The orthometric height was determined by GPS observations and a
 AA1846.high-resolution geoid model.
 AA1846 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1846 ** and geoid heights are valid at the date of observation. These heights
 AA1846 ** must always be validated when used as control.
 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 more information.
 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
 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     -   211,770.305   805,809.241   MT  0.99994933   -1 00 37.7
 AA1846;SPC LA S     -   694,783.08  2,643,725.82   sFT  0.99994933   -1 00 37.7
 AA1846;UTM  15      - 3,362,615.437   465,972.548   MT  0.99961428   -0 10 45.2
 AA1846
 AA1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1846!SPC LA S     -   1.00000262  x   0.99994933  =   0.99995195
 AA1846!UTM  15      -   1.00000262  x   0.99961428  =   0.99961690
 AA1846
 AA1846                          SUPERSEDED SURVEY CONTROL
 AA1846
 AA1846  ELLIP H (02/20/02)  -16.610  (m)                       GP(       ) 4 1
 AA1846  NAD 83(1992)-  30 23 42.20338(N)    093 21 15.18075(W) AD(       ) 1
 AA1846  ELLIP H (01/13/95)  -16.530  (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 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 = MARCH 13, 2009
 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(2007)-  30 20 42.24326(N)    093 18 01.44658(W)     ADJUSTED  
 AA1847* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1847  **This station is located in a suspected subsidence area (see below).
 AA1847  ___________________________________________________________________
 AA1847  EPOCH DATE  -        2002.00
 AA1847  X           -    -317,159.488 (meters)                     COMP
 AA1847  Y           -  -5,499,874.832 (meters)                     COMP
 AA1847  Z           -   3,203,432.710 (meters)                     COMP
 AA1847  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA1847  ELLIP HEIGHT-         -21.662 (meters)          (02/10/07) ADJUSTED
 AA1847  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA1847
 AA1847  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1847  Type    PID    Designation                      North   East  Ellip
 AA1847  -------------------------------------------------------------------
 AA1847  NETWORK AA1847 CP 6 6                            1.47   1.23   3.33
 AA1847  -------------------------------------------------------------------
 AA1847
 AA1847.The horizontal coordinates were established by GPS observations
 AA1847.and adjusted by the National Geodetic Survey in February 2007.
 AA1847
 AA1847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1847.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1847.The horizontal coordinates are valid at the epoch date displayed above.
 AA1847.The epoch date for horizontal control is a decimal equivalence
 AA1847.of Year/Month/Day.
 AA1847
 AA1847.The orthometric height was determined by GPS observations and a
 AA1847.high-resolution geoid model.
 AA1847 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1847 ** and geoid heights are valid at the date of observation. These heights
 AA1847 ** must always be validated when used as control.
 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 more information.
 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
 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     -   206,139.637   810,884.872   MT  0.99994372   -0 59 00.8
 AA1847;SPC LA S     -   676,309.79  2,660,378.12   sFT  0.99994372   -0 59 00.8
 AA1847;UTM  15      - 3,357,060.879   471,127.635   MT  0.99961028   -0 09 06.4
 AA1847
 AA1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1847!SPC LA S     -   1.00000340  x   0.99994372  =   0.99994712
 AA1847!UTM  15      -   1.00000340  x   0.99961028  =   0.99961368
 AA1847
 AA1847                          SUPERSEDED SURVEY CONTROL
 AA1847
 AA1847  ELLIP H (02/20/02)  -21.614  (m)                       GP(       ) 4 1
 AA1847  NAD 83(1992)-  30 20 42.24050(N)    093 18 01.44312(W) AD(       ) 1
 AA1847  ELLIP H (01/13/95)  -21.535  (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 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 = MARCH 13, 2009
 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(2007)-  30 19 46.24369(N)    093 22 05.33435(W)     ADJUSTED  
 AA1848* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1848  **This station is located in a suspected subsidence area (see below).
 AA1848  ___________________________________________________________________
 AA1848  EPOCH DATE  -        2002.00
 AA1848  X           -    -323,713.463 (meters)                     COMP
 AA1848  Y           -  -5,500,364.916 (meters)                     COMP
 AA1848  Z           -   3,201,944.077 (meters)                     COMP
 AA1848  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1848  ELLIP HEIGHT-         -22.305 (meters)          (02/10/07) ADJUSTED
 AA1848  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA1848
 AA1848  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1848  Type    PID    Designation                      North   East  Ellip
 AA1848  -------------------------------------------------------------------
 AA1848  NETWORK AA1848 CP 6 7                            1.43   1.16   3.21
 AA1848  -------------------------------------------------------------------
 AA1848
 AA1848.The horizontal coordinates were established by GPS observations
 AA1848.and adjusted by the National Geodetic Survey in February 2007.
 AA1848
 AA1848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1848.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1848.The horizontal coordinates are valid at the epoch date displayed above.
 AA1848.The epoch date for horizontal control is a decimal equivalence
 AA1848.of Year/Month/Day.
 AA1848
 AA1848.The orthometric height was determined by GPS observations and a
 AA1848.high-resolution geoid model.
 AA1848 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1848 ** and geoid heights are valid at the date of observation. These heights
 AA1848 ** must always be validated when used as control.
 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 more information.
 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
 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     -   204,529.294   804,341.728   MT  0.99994213   -1 01 02.8
 AA1848;SPC LA S     -   671,026.53  2,638,911.15   sFT  0.99994213   -1 01 02.8
 AA1848;UTM  15      - 3,355,356.297   464,610.706   MT  0.99961545   -0 11 09.3
 AA1848
 AA1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1848!SPC LA S     -   1.00000350  x   0.99994213  =   0.99994563
 AA1848!UTM  15      -   1.00000350  x   0.99961545  =   0.99961895
 AA1848
 AA1848                          SUPERSEDED SURVEY CONTROL
 AA1848
 AA1848  ELLIP H (02/20/02)  -22.246  (m)                       GP(       ) 4 1
 AA1848  NAD 83(1992)-  30 19 46.24096(N)    093 22 05.33134(W) AD(       ) 1
 AA1848  ELLIP H (01/13/95)  -22.165  (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 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 = MARCH 13, 2009
 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(2007)-  30 12 00.29859(N)    093 40 27.51361(W)     ADJUSTED  
 AA1849* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1849  **This station is located in a suspected subsidence area (see below).
 AA1849  ___________________________________________________________________
 AA1849  EPOCH DATE  -        2002.00
 AA1849  X           -    -353,563.303 (meters)                     COMP
 AA1849  Y           -  -5,505,771.467 (meters)                     COMP
 AA1849  Z           -   3,189,550.592 (meters)                     COMP
 AA1849  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA1849  ELLIP HEIGHT-         -24.257 (meters)          (02/10/07) ADJUSTED
 AA1849  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA1849
 AA1849  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1849  Type    PID    Designation                      North   East  Ellip
 AA1849  -------------------------------------------------------------------
 AA1849  NETWORK AA1849 CP 7 1                            1.06   0.88   2.70
 AA1849  -------------------------------------------------------------------
 AA1849
 AA1849.The horizontal coordinates were established by GPS observations
 AA1849.and adjusted by the National Geodetic Survey in February 2007.
 AA1849
 AA1849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1849.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1849.The horizontal coordinates are valid at the epoch date displayed above.
 AA1849.The epoch date for horizontal control is a decimal equivalence
 AA1849.of Year/Month/Day.
 AA1849
 AA1849.The orthometric height was determined by GPS observations and a
 AA1849.high-resolution geoid model.
 AA1849 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1849 ** and geoid heights are valid at the date of observation. These heights
 AA1849 ** must always be validated when used as control.
 AA1849 ** The orthometric height has not been validated since last determined
 AA1849 ** by differential leveling and should not be used for control purposes.
 AA1849 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1849 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1849 ** epoch indicated which incorporates improved geoid heights for the
 AA1849 ** Southern Louisiana Subsidence area.
 AA1849 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   190,747.165   774,613.476   MT  0.99993176   -1 10 13.9
 AA1849;SPC LA S     -   625,809.66  2,541,377.71   sFT  0.99993176   -1 10 13.9
 AA1849;UTM  15      - 3,341,148.627   435,094.539   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  =   0.99965578
 AA1849
 AA1849                          SUPERSEDED SURVEY CONTROL
 AA1849
 AA1849  ELLIP H (02/20/02)  -24.230  (m)                       GP(       ) 4 1
 AA1849  NAD 83(1992)-  30 12 00.29697(N)    093 40 27.51307(W) AD(       ) 1
 AA1849  NAD 83(1992)-  30 12 00.29697(N)    093 40 27.51307(W) AD(       ) 1
 AA1849  ELLIP H (01/13/95)  -24.142  (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 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 = MARCH 13, 2009
 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(2007)-  30 07 45.37596(N)    093 41 48.52941(W)     ADJUSTED  
 AA1850* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1850  **This station is located in a suspected subsidence area (see below).
 AA1850  ___________________________________________________________________
 AA1850  EPOCH DATE  -        2002.00
 AA1850  X           -    -355,980.108 (meters)                     COMP
 AA1850  Y           -  -5,509,568.002 (meters)                     COMP
 AA1850  Z           -   3,182,763.514 (meters)                     COMP
 AA1850  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA1850  ELLIP HEIGHT-         -24.720 (meters)          (02/10/07) ADJUSTED
 AA1850  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1850
 AA1850  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1850  Type    PID    Designation                      North   East  Ellip
 AA1850  -------------------------------------------------------------------
 AA1850  NETWORK AA1850 CP 7 2                            1.37   1.08   3.02
 AA1850  -------------------------------------------------------------------
 AA1850
 AA1850.The horizontal coordinates were established by GPS observations
 AA1850.and adjusted by the National Geodetic Survey in February 2007.
 AA1850
 AA1850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1850.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1850.The horizontal coordinates are valid at the epoch date displayed above.
 AA1850.The epoch date for horizontal control is a decimal equivalence
 AA1850.of Year/Month/Day.
 AA1850
 AA1850.The orthometric height was determined by GPS observations and a
 AA1850.high-resolution geoid model.
 AA1850 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1850 ** and geoid heights are valid at the date of observation. These heights
 AA1850 ** must always be validated when used as control.
 AA1850 ** The orthometric height has not been validated since last determined
 AA1850 ** by differential leveling and should not be used for control purposes.
 AA1850 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1850 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1850 ** epoch indicated which incorporates improved geoid heights for the
 AA1850 ** Southern Louisiana Subsidence area.
 AA1850 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   182,944.000   772,285.198   MT  0.99992825   -1 10 54.4
 AA1850;SPC LA S     -   600,208.77  2,533,739.02   sFT  0.99992825   -1 10 54.4
 AA1850;UTM  15      - 3,333,314.654   432,880.377   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  ELLIP H (02/20/02)  -24.689  (m)                       GP(       ) 4 1
 AA1850  NAD 83(1992)-  30 07 45.37418(N)    093 41 48.52875(W) AD(       ) 1
 AA1850  NAD 83(1992)-  30 07 45.37418(N)    093 41 48.52875(W) AD(       ) 1
 AA1850  ELLIP H (01/13/95)  -24.600  (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 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 = MARCH 13, 2009
 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(2007)-  30 11 06.24726(N)    093 34 08.28126(W)     ADJUSTED  
 AA1851* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1851  **This station is located in a suspected subsidence area (see below).
 AA1851  ___________________________________________________________________
 AA1851  EPOCH DATE  -        2002.00
 AA1851  X           -    -343,492.485 (meters)                     COMP
 AA1851  Y           -  -5,507,254.304 (meters)                     COMP
 AA1851  Z           -   3,188,115.864 (meters)                     COMP
 AA1851  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA1851  ELLIP HEIGHT-         -16.524 (meters)          (02/10/07) ADJUSTED
 AA1851  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA1851
 AA1851  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1851  Type    PID    Designation                      North   East  Ellip
 AA1851  -------------------------------------------------------------------
 AA1851  NETWORK AA1851 CP 7 4                            1.25   1.00   2.84
 AA1851  -------------------------------------------------------------------
 AA1851
 AA1851.The horizontal coordinates were established by GPS observations
 AA1851.and adjusted by the National Geodetic Survey in February 2007.
 AA1851
 AA1851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1851.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1851.The horizontal coordinates are valid at the epoch date displayed above.
 AA1851.The epoch date for horizontal control is a decimal equivalence
 AA1851.of Year/Month/Day.
 AA1851
 AA1851.The orthometric height was determined by GPS observations and a
 AA1851.high-resolution geoid model.
 AA1851 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1851 ** and geoid heights are valid at the date of observation. These heights
 AA1851 ** must always be validated when used as control.
 AA1851 ** The orthometric height has not been validated since last determined
 AA1851 ** by differential leveling and should not be used for control purposes.
 AA1851 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AA1851 ** The geoid height was determined by a new realization of GEOID03 for the
 AA1851 ** epoch indicated which incorporates improved geoid heights for the
 AA1851 ** Southern Louisiana Subsidence area.
 AA1851 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   188,880.642   784,721.929   MT  0.99993089   -1 07 04.2
 AA1851;SPC LA S     -   619,685.91  2,574,541.86   sFT  0.99993089   -1 07 04.2
 AA1851;UTM  15      - 3,339,429.495   445,226.107   MT  0.99963701   -0 17 09.9
 AA1851
 AA1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1851!SPC LA S     -   1.00000260  x   0.99993089  =   0.99993348
 AA1851!UTM  15      -   1.00000260  x   0.99963701  =   0.99963960
 AA1851
 AA1851                          SUPERSEDED SURVEY CONTROL
 AA1851
 AA1851  ELLIP H (02/20/02)  -16.487  (m)                       GP(       ) 4 1
 AA1851  NAD 83(1992)-  30 11 06.24540(N)    093 34 08.28057(W) AD(       ) 1
 AA1851  ELLIP H (01/13/95)  -16.399  (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 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 = MARCH 13, 2009
 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(2007)-  30 03 37.02266(N)    093 31 20.44089(W)     ADJUSTED  
 AA1852* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1852  **This station is located in a suspected subsidence area (see below).
 AA1852  ___________________________________________________________________
 AA1852  EPOCH DATE  -        2002.00
 AA1852  X           -    -339,437.038 (meters)                     COMP
 AA1852  Y           -  -5,514,452.577 (meters)                     COMP
 AA1852  Z           -   3,176,146.201 (meters)                     COMP
 AA1852  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA1852  ELLIP HEIGHT-         -26.222 (meters)          (02/10/07) ADJUSTED
 AA1852  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA1852
 AA1852  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1852  Type    PID    Designation                      North   East  Ellip
 AA1852  -------------------------------------------------------------------
 AA1852  NETWORK AA1852 CP 7 6                            1.59   1.25   3.29
 AA1852  -------------------------------------------------------------------
 AA1852
 AA1852.The horizontal coordinates were established by GPS observations
 AA1852.and adjusted by the National Geodetic Survey in February 2007.
 AA1852
 AA1852.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1852.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1852.The horizontal coordinates are valid at the epoch date displayed above.
 AA1852.The epoch date for horizontal control is a decimal equivalence
 AA1852.of Year/Month/Day.
 AA1852
 AA1852.The orthometric height was determined by GPS observations and a
 AA1852.high-resolution geoid model.
 AA1852 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1852 ** and geoid heights are valid at the date of observation. These heights
 AA1852 ** must always be validated when used as control.
 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 more information.
 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
 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     -   174,964.545   788,946.608   MT  0.99992628   -1 05 40.3
 AA1852;SPC LA S     -   574,029.51  2,588,402.33   sFT  0.99992628   -1 05 40.3
 AA1852;UTM  15      - 3,325,580.311   449,651.191   MT  0.99963127   -0 15 42.0
 AA1852
 AA1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1852!SPC LA S     -   1.00000412  x   0.99992628  =   0.99993040
 AA1852!UTM  15      -   1.00000412  x   0.99963127  =   0.99963539
 AA1852
 AA1852                          SUPERSEDED SURVEY CONTROL
 AA1852
 AA1852  ELLIP H (02/20/02)  -26.178  (m)                       GP(       ) 4 1
 AA1852  NAD 83(1992)-  30 03 37.02060(N)    093 31 20.44002(W) AD(       ) 1
 AA1852  ELLIP H (01/13/95)  -26.089  (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 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 = MARCH 13, 2009
 AA1853 ***********************************************************************
 AA1853  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 22 54.73452(N)    093 01 06.08956(W)     ADJUSTED  
 AA1853* NAVD 88     -         7.55   (meters)      24.8    (feet)  GPS OBS(2006.81)
 AA1853  **This station is located in a suspected subsidence area (see below).
 AA1853  ___________________________________________________________________
 AA1853  EPOCH DATE  -        2002.00
 AA1853  X           -    -289,973.622 (meters)                     COMP
 AA1853  Y           -  -5,499,311.657 (meters)                     COMP
 AA1853  Z           -   3,206,954.016 (meters)                     COMP
 AA1853  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AA1853  ELLIP HEIGHT-         -19.692 (meters)          (03/12/08) ADJUSTED
 AA1853  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1853  HORZ ORDER  -  A
 AA1853  ELLP ORDER  -  THIRD     CLASS I
 AA1853
 AA1853.The horizontal coordinates were established by GPS observations
 AA1853.and adjusted by the National Geodetic Survey in March 2008.
 AA1853
 AA1853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1853.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1853.The horizontal coordinates are valid at the epoch date displayed above.
 AA1853.The epoch date for horizontal control is a decimal equivalence
 AA1853.of Year/Month/Day.
 AA1853
 AA1853.The orthometric height was determined by GPS observations and a
 AA1853.high-resolution geoid model.
 AA1853 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1853 ** and geoid heights are valid at the date of observation. These heights
 AA1853 ** must always be validated when used as control.
 AA1853 ** The orthometric height was determined by GPS observations using
 AA1853 ** precise GPS observation and processing techniques and a new
 AA1853 ** realization of GEOID03. It supersedes any height that may have been
 AA1853 ** previously determined for this station.
 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
 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     -   209,786.806   838,058.584   MT  0.99994777   -0 50 33.1
 AA1853;SPC LA S     -   688,275.55  2,749,530.54   sFT  0.99994777   -0 50 33.1
 AA1853;UTM  15      - 3,361,101.094   498,236.211   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  NAD 83(2007)-  30 22 54.73427(N)    093 01 06.09543(W) AD(       ) 0
 AA1853  ELLIP H (02/10/07)  -19.747  (m)                       GP(       )    
 AA1853  ELLIP H (02/20/02)  -19.687  (m)                       GP(       ) 4 1
 AA1853  NAD 83(1992)-  30 22 54.73060(N)    093 01 06.09098(W) AD(       ) 1
 AA1853  ELLIP H (01/13/95)  -19.600  (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_PROJECTION: FLUSH
 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 - June 13, 2006
 AA1853
 AA1853  HISTORY     - Date     Condition        Report By
 AA1853  HISTORY     - 1990     MONUMENTED       VFM
 AA1853  HISTORY     - 20040115 GOOD             USPSQD
 AA1853  HISTORY     - 20060613 GOOD             NGS
 AA1853
 AA1853                          STATION DESCRIPTION
 AA1853
 AA1853'DESCRIBED BY VERNON F. MEYER AND ASSOCIATES 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.
 AA1853
 AA1853                          STATION RECOVERY (2006)
 AA1853
 AA1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AA1853'THE SIGN FOR DOUBLE B RANCH IS MISSING. A POND IS IN MARTIN BEBEES
 AA1853'FRONT YARD.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 20 49.16509(N)    093 04 55.96918(W)     ADJUSTED  
 AA1854* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1854  **This station is located in a suspected subsidence area (see below).
 AA1854  ___________________________________________________________________
 AA1854  EPOCH DATE  -        2002.00
 AA1854  X           -    -296,207.336 (meters)                     COMP
 AA1854  Y           -  -5,500,934.670 (meters)                     COMP
 AA1854  Z           -   3,203,616.349 (meters)                     COMP
 AA1854  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA1854  ELLIP HEIGHT-         -22.271 (meters)          (02/10/07) ADJUSTED
 AA1854  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA1854
 AA1854  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1854  Type    PID    Designation                      North   East  Ellip
 AA1854  -------------------------------------------------------------------
 AA1854  NETWORK AA1854 CP 8 2                            1.76   1.43   3.70
 AA1854  -------------------------------------------------------------------
 AA1854
 AA1854.The horizontal coordinates were established by GPS observations
 AA1854.and adjusted by the National Geodetic Survey in February 2007.
 AA1854
 AA1854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1854.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1854.The horizontal coordinates are valid at the epoch date displayed above.
 AA1854.The epoch date for horizontal control is a decimal equivalence
 AA1854.of Year/Month/Day.
 AA1854
 AA1854.The orthometric height was determined by GPS observations and a
 AA1854.high-resolution geoid model.
 AA1854 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1854 ** and geoid heights are valid at the date of observation. These heights
 AA1854 ** must always be validated when used as control.
 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 more information.
 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
 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     -   206,012.626   831,863.134   MT  0.99994392   -0 52 28.1
 AA1854;SPC LA S     -   675,893.09  2,729,204.30   sFT  0.99994392   -0 52 28.1
 AA1854;UTM  15      - 3,357,238.570   492,098.412   MT  0.99960077   -0 02 29.5
 AA1854
 AA1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1854!SPC LA S     -   1.00000350  x   0.99994392  =   0.99994742
 AA1854!UTM  15      -   1.00000350  x   0.99960077  =   0.99960427
 AA1854
 AA1854                          SUPERSEDED SURVEY CONTROL
 AA1854
 AA1854  ELLIP H (02/20/02)  -22.213  (m)                       GP(       ) 4 1
 AA1854  NAD 83(1992)-  30 20 49.16159(N)    093 04 55.96479(W) AD(       ) 1
 AA1854  ELLIP H (01/13/95)  -22.127  (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: 15RVP9209857239(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 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 = MARCH 13, 2009
 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(2007)-  30 18 23.37103(N)    093 00 51.23524(W)     ADJUSTED  
 AA1855* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1855  **This station is located in a suspected subsidence area (see below).
 AA1855  ___________________________________________________________________
 AA1855  EPOCH DATE  -        2002.00
 AA1855  X           -    -289,799.549 (meters)                     COMP
 AA1855  Y           -  -5,503,547.831 (meters)                     COMP
 AA1855  Z           -   3,199,742.208 (meters)                     COMP
 AA1855  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA1855  ELLIP HEIGHT-         -20.174 (meters)          (02/10/07) ADJUSTED
 AA1855  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA1855
 AA1855  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1855  Type    PID    Designation                      North   East  Ellip
 AA1855  -------------------------------------------------------------------
 AA1855  NETWORK AA1855 CP 8 3                            1.88   1.51   3.86
 AA1855  -------------------------------------------------------------------
 AA1855
 AA1855.The horizontal coordinates were established by GPS observations
 AA1855.and adjusted by the National Geodetic Survey in February 2007.
 AA1855
 AA1855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1855.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1855.The horizontal coordinates are valid at the epoch date displayed above.
 AA1855.The epoch date for horizontal control is a decimal equivalence
 AA1855.of Year/Month/Day.
 AA1855
 AA1855.The orthometric height was determined by GPS observations and a
 AA1855.high-resolution geoid model.
 AA1855 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1855 ** and geoid heights are valid at the date of observation. These heights
 AA1855 ** must always be validated when used as control.
 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 more information.
 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
 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     -   201,425.994   838,332.541   MT  0.99993992   -0 50 25.7
 AA1855;SPC LA S     -   660,845.12  2,750,429.34   sFT  0.99993992   -0 50 25.7
 AA1855;UTM  15      - 3,352,748.023   498,631.593   MT  0.99960002   -0 00 25.9
 AA1855
 AA1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1855!SPC LA S     -   1.00000317  x   0.99993992  =   0.99994309
 AA1855!UTM  15      -   1.00000317  x   0.99960002  =   0.99960319
 AA1855
 AA1855                          SUPERSEDED SURVEY CONTROL
 AA1855
 AA1855  ELLIP H (02/20/02)  -20.113  (m)                       GP(       ) 4 1
 AA1855  NAD 83(1992)-  30 18 23.36719(N)    093 00 51.23070(W) AD(       ) 1
 AA1855  ELLIP H (01/13/95)  -20.023  (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 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 = MARCH 13, 2009
 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(2007)-  30 16 33.63697(N)    093 04 53.24749(W)     ADJUSTED  
 AA1856* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1856  **This station is located in a suspected subsidence area (see below).
 AA1856  ___________________________________________________________________
 AA1856  EPOCH DATE  -        2002.00
 AA1856  X           -    -296,348.239 (meters)                     COMP
 AA1856  Y           -  -5,504,904.287 (meters)                     COMP
 AA1856  Z           -   3,196,823.461 (meters)                     COMP
 AA1856  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA1856  ELLIP HEIGHT-         -22.116 (meters)          (02/10/07) ADJUSTED
 AA1856  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA1856
 AA1856  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1856  Type    PID    Designation                      North   East  Ellip
 AA1856  -------------------------------------------------------------------
 AA1856  NETWORK AA1856 CP 8 4                            1.71   1.37   3.59
 AA1856  -------------------------------------------------------------------
 AA1856
 AA1856.The horizontal coordinates were established by GPS observations
 AA1856.and adjusted by the National Geodetic Survey in February 2007.
 AA1856
 AA1856.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1856.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1856.The horizontal coordinates are valid at the epoch date displayed above.
 AA1856.The epoch date for horizontal control is a decimal equivalence
 AA1856.of Year/Month/Day.
 AA1856
 AA1856.The orthometric height was determined by GPS observations and a
 AA1856.high-resolution geoid model.
 AA1856 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1856 ** and geoid heights are valid at the date of observation. These heights
 AA1856 ** must always be validated when used as control.
 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 more information.
 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
 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     -   198,144.218   831,815.782   MT  0.99993723   -0 52 26.7
 AA1856;SPC LA S     -   650,078.16  2,729,048.94   sFT  0.99993723   -0 52 26.7
 AA1856;UTM  15      - 3,349,372.977   492,165.430   MT  0.99960076   -0 02 27.8
 AA1856
 AA1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1856!SPC LA S     -   1.00000347  x   0.99993723  =   0.99994070
 AA1856!UTM  15      -   1.00000347  x   0.99960076  =   0.99960423
 AA1856
 AA1856                          SUPERSEDED SURVEY CONTROL
 AA1856
 AA1856  ELLIP H (02/20/02)  -22.056  (m)                       GP(       ) 4 1
 AA1856  NAD 83(1992)-  30 16 33.63340(N)    093 04 53.24304(W) AD(       ) 1
 AA1856  ELLIP H (01/13/95)  -21.968  (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: 15RVP9216549373(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 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 = MARCH 13, 2009
 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(2007)-  30 14 58.94054(N)    093 00 49.37713(W)     ADJUSTED  
 AA1857* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AA1857  **This station is located in a suspected subsidence area (see below).
 AA1857  ___________________________________________________________________
 AA1857  EPOCH DATE  -        2002.00
 AA1857  X           -    -289,917.158 (meters)                     COMP
 AA1857  Y           -  -5,506,726.021 (meters)                     COMP
 AA1857  Z           -   3,194,309.287 (meters)                     COMP
 AA1857  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA1857  ELLIP HEIGHT-         -13.248 (meters)          (02/10/07) ADJUSTED
 AA1857  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA1857
 AA1857  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA1857  Type    PID    Designation                      North   East  Ellip
 AA1857  -------------------------------------------------------------------
 AA1857  NETWORK AA1857 CP 8 6                            1.82   1.47   3.82
 AA1857  -------------------------------------------------------------------
 AA1857
 AA1857.The horizontal coordinates were established by GPS observations
 AA1857.and adjusted by the National Geodetic Survey in February 2007.
 AA1857
 AA1857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA1857.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA1857.The horizontal coordinates are valid at the epoch date displayed above.
 AA1857.The epoch date for horizontal control is a decimal equivalence
 AA1857.of Year/Month/Day.
 AA1857
 AA1857.The orthometric height was determined by GPS observations and a
 AA1857.high-resolution geoid model.
 AA1857 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AA1857 ** and geoid heights are valid at the date of observation. These heights
 AA1857 ** must always be validated when used as control.
 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 more information.
 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
 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     -   195,131.176   838,289.874   MT  0.99993514   -0 50 24.8
 AA1857;SPC LA S     -   640,192.87  2,750,289.36   sFT  0.99993514   -0 50 24.8
 AA1857;UTM  15      - 3,346,455.373   498,680.461   MT  0.99960002   -0 00 24.9
 AA1857
 AA1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1857!SPC LA S     -   1.00000208  x   0.99993514  =   0.99993722
 AA1857!UTM  15      -   1.00000208  x   0.99960002  =   0.99960210
 AA1857
 AA1857                          SUPERSEDED SURVEY CONTROL
 AA1857
 AA1857  ELLIP H (02/20/02)  -13.184  (m)                       GP(       ) 4 1
 AA1857  NAD 83(1992)-  30 14 58.93599(N)    093 00 49.37203(W) AD(       ) 1
 AA1857  ELLIP H (01/13/95)  -13.091  (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: 15RVP9868046455(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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0925  **This station is located in a suspected subsidence area (see below).
 AT0925  ___________________________________________________________________
 AT0925  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AT0925  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0925 ** and geoid heights are valid at the date of observation. These heights
 AT0925 ** must always be validated when used as control.
 AT0925 ** The orthometric height has not been validated since last determined
 AT0925 ** by differential leveling and should not be used for control purposes.
 AT0925 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0925 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0925 ** epoch indicated which incorporates improved geoid heights for the
 AT0925 ** Southern Louisiana Subsidence area.
 AT0925 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT0979* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0979  **This station is located in a suspected subsidence area (see below).
 AT0979  ___________________________________________________________________
 AT0979  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AT0979  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0979 ** and geoid heights are valid at the date of observation. These heights
 AT0979 ** must always be validated when used as control.
 AT0979 ** The orthometric height has not been validated since last determined
 AT0979 ** by differential leveling and should not be used for control purposes.
 AT0979 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0979 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0979 ** epoch indicated which incorporates improved geoid heights for the
 AT0979 ** Southern Louisiana Subsidence area.
 AT0979 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2636  **This station is located in a suspected subsidence area (see below).
 BH2636  ___________________________________________________________________
 BH2636  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 BH2636  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2636 ** and geoid heights are valid at the date of observation. These heights
 BH2636 ** must always be validated when used as control.
 BH2636 ** The orthometric height has not been validated since last determined
 BH2636 ** by differential leveling and should not be used for control purposes.
 BH2636 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2636 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2636 ** epoch indicated which incorporates improved geoid heights for the
 BH2636 ** Southern Louisiana Subsidence area.
 BH2636 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 01240     |
 BH2636| AB7653 CREOLE RM 2                          12.415 METERS 10636     |
 BH2636| BH2637 GRAND PASS RAD STA KKP 261 MST       44.071 METERS 16038     |
 BH2636| BH2632 GRAND PASS 3                        APPROX. 2.3 KM 2581632.9 |
 BH2636| BH2631 GRAND PASS OYSTER BAY LIGHT         APPROX. 1.4 KM 2641924.7 |
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0658  **This station is located in a suspected subsidence area (see below).
 AV0658  ___________________________________________________________________
 AV0658  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0658  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0658 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0658 ** and geoid heights are valid at the date of observation. These heights
 AV0658 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0780  **This station is located in a suspected subsidence area (see below).
 AV0780  ___________________________________________________________________
 AV0780  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0780  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0786  **This station is located in a suspected subsidence area (see below).
 AV0786  ___________________________________________________________________
 AV0786  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AV0786  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  30 07 32.35665(N)    089 13 20.28589(W)     NO CHECK  
 AB7653* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB7653  **This station is located in a suspected subsidence area (see below).
 AB7653  ___________________________________________________________________
 AB7653  EPOCH DATE  -        2002.00
 AB7653  X           -      74,939.898 (meters)                     COMP
 AB7653  Y           -  -5,520,747.344 (meters)                     COMP
 AB7653  Z           -   3,182,415.922 (meters)                     COMP
 AB7653  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB7653  ELLIP HEIGHT-         -26.411 (meters)          (02/10/07) NO CHECK
 AB7653  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB7653
 AB7653  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB7653  Type    PID    Designation                      North   East  Ellip
 AB7653  -------------------------------------------------------------------
 AB7653  NETWORK AB7653 CREOLE RM 2                       3.02   2.78   5.82
 AB7653  -------------------------------------------------------------------
 AB7653
 AB7653.The horizontal coordinates were established by GPS observations
 AB7653.and adjusted by the National Geodetic Survey in February 2007.
 AB7653
 AB7653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB7653.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB7653.No horizontal observational check was made to the station.
 AB7653.The horizontal coordinates are valid at the epoch date displayed above.
 AB7653.The epoch date for horizontal control is a decimal equivalence
 AB7653.of Year/Month/Day.
 AB7653
 AB7653.The orthometric height was determined by GPS observations and a
 AB7653.high-resolution geoid model.
 AB7653 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB7653 ** and geoid heights are valid at the date of observation. These heights
 AB7653 ** must always be validated when used as control.
 AB7653 ** The orthometric height has not been validated since last determined
 AB7653 ** by differential leveling and should not be used for control purposes.
 AB7653 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AB7653 ** The geoid height was determined by a new realization of GEOID03 for the
 AB7653 ** epoch indicated which incorporates improved geoid heights for the
 AB7653 ** Southern Louisiana Subsidence area.
 AB7653 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   182,068.307 1,203,402.370   MT  0.99992811   +1 03 20.0
 AB7653;SPC LA S     -   597,335.77  3,948,162.61   sFT  0.99992811   +1 03 20.0
 AB7653;UTM  16      - 3,334,793.546   285,907.856   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 (02/21/02)  -26.400  (m)                       GP(       ) 4 1
 AB7653  NAD 83(1992)-  30 07 32.35679(N)    089 13 20.28711(W) AD(       ) 1
 AB7653  ELLIP H (10/29/96)  -26.421  (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 = MARCH 13, 2009
 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(2007)-  29 36 38.45216(N)    090 47 10.87320(W)     ADJUSTED  
 AH6452* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6452  **This station is located in a suspected subsidence area (see below).
 AH6452  ___________________________________________________________________
 AH6452  EPOCH DATE  -        2002.00
 AH6452  X           -     -76,164.066 (meters)                     COMP
 AH6452  Y           -  -5,549,164.116 (meters)                     COMP
 AH6452  Z           -   3,132,915.125 (meters)                     COMP
 AH6452  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6452  ELLIP HEIGHT-         -23.643 (meters)          (02/10/07) ADJUSTED
 AH6452  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 AH6452
 AH6452  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6452  Type    PID    Designation                      North   East  Ellip
 AH6452  -------------------------------------------------------------------
 AH6452  NETWORK AH6452 CRESCENT                          1.22   1.61   3.10
 AH6452  -------------------------------------------------------------------
 AH6452
 AH6452.The horizontal coordinates were established by GPS observations
 AH6452.and adjusted by the National Geodetic Survey in February 2007.
 AH6452
 AH6452.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6452.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6452.The horizontal coordinates are valid at the epoch date displayed above.
 AH6452.The epoch date for horizontal control is a decimal equivalence
 AH6452.of Year/Month/Day.
 AH6452
 AH6452.The orthometric height was determined by GPS observations and a
 AH6452.high-resolution geoid model.
 AH6452 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6452 ** and geoid heights are valid at the date of observation. These heights
 AH6452 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,240.057 1,052,977.900   MT  0.99994878   +0 16 24.6
 AH6452;SPC LA S     -   404,330.09  3,454,644.99   sFT  0.99994878   +0 16 24.6
 AH6452;UTM  15      - 3,277,693.618   714,356.980   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               393.888 METERS 29153     |
 AH6452|---------------------------------------------------------------------|
 AH6452
 AH6452                          SUPERSEDED SURVEY CONTROL
 AH6452
 AH6452  ELLIP H (02/21/02)  -23.624  (m)                       GP(       ) 5 1
 AH6452  NAD 83(1992)-  29 36 38.45206(N)    090 47 10.87218(W) AD(       ) 1
 AH6452  ELLIP H (12/17/98)  -23.597  (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 = MARCH 13, 2009
 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(2007)-  29 36 43.21939(N)    090 47 24.45835(W)     ADJUSTED  
 AH6453* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6453  **This station is located in a suspected subsidence area (see below).
 AH6453  ___________________________________________________________________
 AH6453  EPOCH DATE  -        2002.00
 AH6453  X           -     -76,528.548 (meters)                     COMP
 AH6453  Y           -  -5,549,086.519 (meters)                     COMP
 AH6453  Z           -   3,133,042.713 (meters)                     COMP
 AH6453  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6453  ELLIP HEIGHT-         -23.697 (meters)          (02/10/07) ADJUSTED
 AH6453  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 AH6453
 AH6453  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6453  Type    PID    Designation                      North   East  Ellip
 AH6453  -------------------------------------------------------------------
 AH6453  NETWORK AH6453 CRESCENT AZIMUTH MARK             1.20   1.33   2.74
 AH6453  -------------------------------------------------------------------
 AH6453
 AH6453.The horizontal coordinates were established by GPS observations
 AH6453.and adjusted by the National Geodetic Survey in February 2007.
 AH6453
 AH6453.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6453.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6453.The horizontal coordinates are valid at the epoch date displayed above.
 AH6453.The epoch date for horizontal control is a decimal equivalence
 AH6453.of Year/Month/Day.
 AH6453
 AH6453.The orthometric height was determined by GPS observations and a
 AH6453.high-resolution geoid model.
 AH6453 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6453 ** and geoid heights are valid at the date of observation. These heights
 AH6453 ** must always be validated when used as control.
 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 more information.
 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
 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     -   123,385.095 1,052,611.708   MT  0.99994862   +0 16 17.8
 AH6453;SPC LA S     -   404,805.93  3,453,443.58   sFT  0.99994862   +0 16 17.8
 AH6453;UTM  15      - 3,277,833.426   713,988.669   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                            393.888 METERS 11153     |
 AH6453|---------------------------------------------------------------------|
 AH6453
 AH6453                          SUPERSEDED SURVEY CONTROL
 AH6453
 AH6453  ELLIP H (02/21/02)  -23.677  (m)                       GP(       ) 5 1
 AH6453  NAD 83(1992)-  29 36 43.21944(N)    090 47 24.45738(W) AD(       ) 1
 AH6453  ELLIP H (12/17/98)  -23.638  (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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9388 ***********************************************************************
 DJ9388  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9388  DESIGNATION -  CRMSP0 SM 17
 DJ9388  PID         -  DJ9388
 DJ9388  STATE/COUNTY-  LA/JEFFERSON
 DJ9388  USGS QUAD   -  PONCHATOULA (1994)
 DJ9388
 DJ9388                         *CURRENT SURVEY CONTROL
 DJ9388  ___________________________________________________________________
 DJ9388* NAD 83(2007)-  30 24 52.50012(N)    090 26 04.73343(W)     ADJUSTED  
 DJ9388* NAVD 88     -         3.11   (meters)      10.2    (feet)  GPS OBS(2006.81)
 DJ9388  **This station is located in a suspected subsidence area (see below).
 DJ9388  ___________________________________________________________________
 DJ9388  EPOCH DATE  -        2002.00
 DJ9388  X           -     -41,761.616 (meters)                     COMP
 DJ9388  Y           -  -5,504,954.474 (meters)                     COMP
 DJ9388  Z           -   3,210,079.935 (meters)                     COMP
 DJ9388  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DJ9388  ELLIP HEIGHT-         -23.709 (meters)          (03/12/08) ADJUSTED
 DJ9388  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DJ9388  HORZ ORDER  -  A
 DJ9388  ELLP ORDER  -  THIRD     CLASS I
 DJ9388
 DJ9388.The horizontal coordinates were established by GPS observations
 DJ9388.and adjusted by the National Geodetic Survey in March 2008.
 DJ9388
 DJ9388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9388.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9388.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9388.The epoch date for horizontal control is a decimal equivalence
 DJ9388.of Year/Month/Day.
 DJ9388
 DJ9388.The orthometric height was determined by GPS observations and a
 DJ9388.high-resolution geoid model.
 DJ9388 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9388 ** and geoid heights are valid at the date of observation. These heights
 DJ9388 ** must always be validated when used as control.
 DJ9388 ** The orthometric height was determined by GPS observations using
 DJ9388 ** precise GPS observation and processing techniques and a new
 DJ9388 ** realization of GEOID03. It supersedes any height that may have been
 DJ9388 ** previously determined for this station.
 DJ9388 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9388 ** epoch indicated which incorporates improved geoid heights for the
 DJ9388 ** Southern Louisiana Subsidence area.
 DJ9388 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9388
 DJ9388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9388
 DJ9388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9388
 DJ9388.The ellipsoidal height was determined by GPS observations
 DJ9388.and is referenced to NAD 83.
 DJ9388
 DJ9388.The geoid height was determined by GEOID03.
 DJ9388
 DJ9388;                    North         East     Units Scale Factor Converg.
 DJ9388;SPC LA S     -   212,561.012 1,086,343.045   MT  0.99995172   +0 26 57.7
 DJ9388;SPC LA S     -   697,377.25  3,564,110.47   sFT  0.99995172   +0 26 57.7
 DJ9388;UTM  15      - 3,367,520.050   746,427.768   MT  1.00034923   +1 17 57.7
 DJ9388
 DJ9388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9388!SPC LA S     -   1.00000372  x   0.99995172  =   0.99995544
 DJ9388!UTM  15      -   1.00000372  x   1.00034923  =   1.00035295
 DJ9388
 DJ9388                          SUPERSEDED SURVEY CONTROL
 DJ9388
 DJ9388.No superseded survey control is available for this station.
 DJ9388
 DJ9388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4642867520(NAD 83)
 DJ9388_MARKER: F = FLANGE-ENCASED ROD
 DJ9388_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ9388+WITH SETTING: INFORMATION.
 DJ9388_STAMPING: CRMSPO-SM-17
 DJ9388_MARK LOGO: LADNR 
 DJ9388_PROJECTION: FLUSH
 DJ9388_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9388+STABILITY: SURFACE MOTION
 DJ9388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9388+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 DJ9388
 DJ9388  HISTORY     - Date     Condition        Report By
 DJ9388  HISTORY     - 20050701 MONUMENTED       LADNR
 DJ9388  HISTORY     - 20060402 GOOD             NGS
 DJ9388
 DJ9388                          STATION DESCRIPTION
 DJ9388
 DJ9388'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DJ9388'MARK SET JULY 2005 BY CHUSTZ SURVEYING, INCORPORATED FOR THE LOUISIANA
 DJ9388'DEPARTMENT OF NATURAL RESOURCES.  FROM THE INTERSECTION OF LA HIGHWAY
 DJ9388'20 AND HIGHWAY 51 IN PONCHATOULA, LA, GO SOUTH 1.6 MI (2.6 KM) ON
 DJ9388'HIGHWAY 51 TO THE JUNCTION OF HIGHWAY 51 AND INTERSTATE 55, THE
 DJ9388'MONUMENT IS ON THE WEST SIDE OF THE ON-RAMP TO INTERSTATE 55 SOUTH.
 DJ9388' 
 DJ9388'10 FT (3.0 M) NORTH OF THE OVERPASS ABUTMENT, 20 FT (6.1 M) WEST OF
 DJ9388'THE ON-RAMP CENTERLINE, AND 3 FT (0.9 M) NORTHWEST OF A GUARDRAIL.
 DJ9388' 
 DJ9388'MONUMENT IS A 9/16 INCH (1 CM) STEEL ROD DRIVEN TO REFUSAL SET WITHIN
 DJ9388'A 6 INCH (15 CM) PVC PIPE WITH LOGO CAP STAMPED CRMSPO-SM-17 SET FLUSH
 DJ9388'WITH THE GROUND AND SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 31 25.60218(N)    090 34 40.95016(W)     ADJUSTED  
 AH6310* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6310  **This station is located in a suspected subsidence area (see below).
 AH6310  ___________________________________________________________________
 AH6310  EPOCH DATE  -        2002.00
 AH6310  X           -     -56,036.295 (meters)                     COMP
 AH6310  Y           -  -5,554,156.706 (meters)                     COMP
 AH6310  Z           -   3,124,536.459 (meters)                     COMP
 AH6310  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6310  ELLIP HEIGHT-         -24.349 (meters)          (02/10/07) ADJUSTED
 AH6310  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH6310
 AH6310  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6310  Type    PID    Designation                      North   East  Ellip
 AH6310  -------------------------------------------------------------------
 AH6310  NETWORK AH6310 CROCHET                           1.25   1.31   3.16
 AH6310  -------------------------------------------------------------------
 AH6310
 AH6310.The horizontal coordinates were established by GPS observations
 AH6310.and adjusted by the National Geodetic Survey in February 2007.
 AH6310
 AH6310.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6310.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6310.The horizontal coordinates are valid at the epoch date displayed above.
 AH6310.The epoch date for horizontal control is a decimal equivalence
 AH6310.of Year/Month/Day.
 AH6310
 AH6310.The orthometric height was determined by GPS observations and a
 AH6310.high-resolution geoid model.
 AH6310 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6310 ** and geoid heights are valid at the date of observation. These heights
 AH6310 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,722.601 1,073,217.262   MT  0.99996018   +0 22 39.6
 AH6310;SPC LA S     -   373,104.90  3,521,046.97   sFT  0.99996018   +0 22 39.6
 AH6310;UTM  15      - 3,268,463.809   734,735.715   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  =   1.00028376
 AH6310
 AH6310                          SUPERSEDED SURVEY CONTROL
 AH6310
 AH6310  ELLIP H (02/21/02)  -24.314  (m)                       GP(       ) 5 1
 AH6310  NAD 83(1992)-  29 31 25.60250(N)    090 34 40.94923(W) AD(       ) 1
 AH6310  ELLIP H (12/17/98)  -24.274  (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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2431  **This station is located in a suspected subsidence area (see below).
 AU2431  ___________________________________________________________________
 AU2431  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2431  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2431 ** and geoid heights are valid at the date of observation. These heights
 AU2431 ** must always be validated when used as control.
 AU2431 ** The orthometric height has not been validated since last determined
 AU2431 ** by differential leveling and should not be used for control purposes.
 AU2431 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2431 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2431 ** epoch indicated which incorporates improved geoid heights for the
 AU2431 ** Southern Louisiana Subsidence area.
 AU2431 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5170  **This station is located in a suspected subsidence area (see below).
 BJ5170  ___________________________________________________________________
 BJ5170  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ5170  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5170 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5170 ** and geoid heights are valid at the date of observation. These heights
 BJ5170 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2392  **This station is located in a suspected subsidence area (see below).
 AU2392  ___________________________________________________________________
 AU2392  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AU2392  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2392 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2392 ** and geoid heights are valid at the date of observation. These heights
 AU2392 ** must always be validated when used as control.
 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 more information.
 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
 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 52.4
 AU2392:UTM  15      -  IDLEWILD                                 025 41 27.4
 AU2392
 AU2392|---------------------------------------------------------------------|
 AU2392| PID    Reference Object                     Distance      Geod. Az  |
 AU2392|                                                           dddmmss.s |
 AU2392| AU2376 IDLEWILD                            APPROX. 6.7 KM 0263103.9 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2650  ___________________________________________________________________
 BX2650  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BX2650  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1104  **This station is located in a suspected subsidence area (see below).
 AT1104  ___________________________________________________________________
 AT1104  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AT1104  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1104 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1104 ** and geoid heights are valid at the date of observation. These heights
 AT1104 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5103  **This station is located in a suspected subsidence area (see below).
 BJ5103  ___________________________________________________________________
 BJ5103  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BJ5103  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5103 ** and geoid heights are valid at the date of observation. These heights
 BJ5103 ** must always be validated when used as control.
 BJ5103 ** The orthometric height has not been validated since last determined
 BJ5103 ** by differential leveling and should not be used for control purposes.
 BJ5103 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5103 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5103 ** epoch indicated which incorporates improved geoid heights for the
 BJ5103 ** Southern Louisiana Subsidence area.
 BJ5103 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4288  **This station is located in a suspected subsidence area (see below).
 BJ4288  ___________________________________________________________________
 BJ4288  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4288  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4288 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4288 ** and geoid heights are valid at the date of observation. These heights
 BJ4288 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2427  **This station is located in a suspected subsidence area (see below).
 AU2427  ___________________________________________________________________
 AU2427  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AU2427  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2427 ** and geoid heights are valid at the date of observation. These heights
 AU2427 ** must always be validated when used as control.
 AU2427 ** The orthometric height has not been validated since last determined
 AU2427 ** by differential leveling and should not be used for control purposes.
 AU2427 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2427 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2427 ** epoch indicated which incorporates improved geoid heights for the
 AU2427 ** Southern Louisiana Subsidence area.
 AU2427 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2786  **This station is located in a suspected subsidence area (see below).
 BK2786  ___________________________________________________________________
 BK2786  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2786  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK2786 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2786 ** and geoid heights are valid at the date of observation. These heights
 BK2786 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2816  **This station is located in a suspected subsidence area (see below).
 BK2816  ___________________________________________________________________
 BK2816  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2816  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2789  **This station is located in a suspected subsidence area (see below).
 BK2789  ___________________________________________________________________
 BK2789  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2789  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2815  **This station is located in a suspected subsidence area (see below).
 BK2815  ___________________________________________________________________
 BK2815  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2815  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2781  **This station is located in a suspected subsidence area (see below).
 BK2781  ___________________________________________________________________
 BK2781  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2781  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2812  **This station is located in a suspected subsidence area (see below).
 BK2812  ___________________________________________________________________
 BK2812  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK2812  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2798  **This station is located in a suspected subsidence area (see below).
 BK2798  ___________________________________________________________________
 BK2798  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BK2798  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2803  **This station is located in a suspected subsidence area (see below).
 BK2803  ___________________________________________________________________
 BK2803  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK2803  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2782  **This station is located in a suspected subsidence area (see below).
 BK2782  ___________________________________________________________________
 BK2782  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BK2782  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2794  **This station is located in a suspected subsidence area (see below).
 BK2794  ___________________________________________________________________
 BK2794  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2794  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0720  **This station is located in a suspected subsidence area (see below).
 AV0720  ___________________________________________________________________
 AV0720  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0720  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3290  **This station is located in a suspected subsidence area (see below).
 AU3290  ___________________________________________________________________
 AU3290  X           -      -9,553.592 (meters)                     COMP
 AU3290  Y           -  -5,539,638.974 (meters)                     COMP
 AU3290  Z           -   3,150,515.195 (meters)                     COMP
 AU3290  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3290  ELLIP HEIGHT-         -23.485 (meters)          (09/30/02) ADJUSTED
 AU3290  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3290 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3290 ** and geoid heights are valid at the date of observation. These heights
 AU3290 ** must always be validated when used as control.
 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 more information.
 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
 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  ELLIP H (01/21/93)  -23.480  (m)                       GP(       ) 4 2
 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     3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU3291* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3291  **This station is located in a suspected subsidence area (see below).
 AU3291  ___________________________________________________________________
 AU3291  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AU3291  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3291 ** and geoid heights are valid at the date of observation. These heights
 AU3291 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3070  ___________________________________________________________________
 CQ3070  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 CQ3070  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3073  ___________________________________________________________________
 CQ3073  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CQ3073  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1411  **This station is located in a suspected subsidence area (see below).
 BJ1411  ___________________________________________________________________
 BJ1411  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BJ1411  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1411 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1411 ** and geoid heights are valid at the date of observation. These heights
 BJ1411 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2824  **This station is located in a suspected subsidence area (see below).
 AU2824  ___________________________________________________________________
 AU2824  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AU2824  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2824 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2824 ** and geoid heights are valid at the date of observation. These heights
 AU2824 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2395  **This station is located in a suspected subsidence area (see below).
 AU2395  ___________________________________________________________________
 AU2395  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2395  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2395 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2395 ** and geoid heights are valid at the date of observation. These heights
 AU2395 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2830  **This station is located in a suspected subsidence area (see below).
 AU2830  ___________________________________________________________________
 AU2830  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AU2830  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2830 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2830 ** and geoid heights are valid at the date of observation. These heights
 AU2830 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 DI3123 ***********************************************************************
 DI3123  PACS        -  This is a Primary Airport Control Station.
 DI3123  DESIGNATION -  CWF A
 DI3123  PID         -  DI3123
 DI3123  STATE/COUNTY-  LA/CALCASIEU
 DI3123  USGS QUAD   -  LAKE CHARLES (1994)
 DI3123
 DI3123                         *CURRENT SURVEY CONTROL
 DI3123  ___________________________________________________________________
 DI3123* NAD 83(1992)-  30 12 36.60313(N)    093 08 43.11643(W)     ADJUSTED  
 DI3123* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DI3123  **This station is located in a suspected subsidence area (see below).
 DI3123  ___________________________________________________________________
 DI3123  EPOCH DATE  -        2004.65
 DI3123  X           -    -302,684.538 (meters)                     COMP
 DI3123  Y           -  -5,508,239.687 (meters)                     COMP
 DI3123  Z           -   3,190,516.826 (meters)                     COMP
 DI3123  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DI3123  ELLIP HEIGHT-         -24.091 (meters)          (02/13/07) ADJUSTED
 DI3123  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DI3123  HORZ ORDER  -  B
 DI3123  ELLP ORDER  -  FOURTH    CLASS II
 DI3123
 DI3123.This mark is at Chennault Industrial Airpark  (CWF)
 DI3123
 DI3123.The horizontal coordinates were established by GPS observations
 DI3123.and adjusted by the WOOLPERT CONSULTANTS in February 2007.
 DI3123.The horizontal coordinates are valid at the epoch date displayed above.
 DI3123.The epoch date for horizontal control is a decimal equivalence
 DI3123.of Year/Month/Day.
 DI3123
 DI3123.The orthometric height was determined by GPS observations and a
 DI3123.high-resolution geoid model.
 DI3123 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI3123 ** and geoid heights are valid at the date of observation. These heights
 DI3123 ** must always be validated when used as control.
 DI3123 ** The orthometric height has not been validated since last determined
 DI3123 ** by differential leveling and should not be used for control purposes.
 DI3123 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 DI3123 ** The geoid height was determined by a new realization of GEOID03 for the
 DI3123 ** epoch indicated which incorporates improved geoid heights for the
 DI3123 ** Southern Louisiana Subsidence area.
 DI3123 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI3123
 DI3123.GPS derived orthometric heights for airport stations designated as
 DI3123.PACS or SACS are published to 2 decimal places.  This maintains
 DI3123.centimeter relative accuracy between the PACS and SACS.  It does
 DI3123.not indicate centimeter accuracy relative to other marks which are
 DI3123.part of the NAVD 88 network.
 DI3123
 DI3123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3123
 DI3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3123
 DI3123.The ellipsoidal height was determined by GPS observations
 DI3123.and is referenced to NAD 83.
 DI3123
 DI3123.The geoid height was determined by GEOID03.
 DI3123
 DI3123;                    North         East     Units Scale Factor Converg.
 DI3123;SPC LA S     -   190,941.938   825,557.733   MT  0.99993239   -0 54 21.6
 DI3123;SPC LA S     -   626,448.67  2,708,517.33   sFT  0.99993239   -0 54 21.6
 DI3123;UTM  15      - 3,342,082.914   486,014.793   MT  0.99960241   -0 04 23.2
 DI3123
 DI3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3123!SPC LA S     -   1.00000378  x   0.99993239  =   0.99993617
 DI3123!UTM  15      -   1.00000378  x   0.99960241  =   0.99960619
 DI3123
 DI3123                          SUPERSEDED SURVEY CONTROL
 DI3123
 DI3123.No superseded survey control is available for this station.
 DI3123
 DI3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8601542083(NAD 83)
 DI3123_MARKER: I = METAL ROD
 DI3123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI3123_STAMPING: CWF A 2006
 DI3123_MARK LOGO: WOOLPT
 DI3123_PROJECTION: FLUSH
 DI3123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI3123+STABILITY: POSITION/ELEVATION WELL
 DI3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3123+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 DI3123_ROD/PIPE-DEPTH:  8.7 meters
 DI3123_SLEEVE-DEPTH  : 1 meters
 DI3123
 DI3123  HISTORY     - Date     Condition        Report By
 DI3123  HISTORY     - 20061028 MONUMENTED       WOOLPT
 DI3123
 DI3123                          STATION DESCRIPTION
 DI3123
 DI3123'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3123'THE STATION IS APPROXIMATELY 8.1 MI (13.04 KM) WEST OF THE COMMUNITY
 DI3123'OF IOWA, 4.3 MI (6.92 KM) EAST-SOUTHEAST OF DOWNTOWN LAKE CHARLES AND
 DI3123'AT THE CHENNAULT INTL AIRPORT, NEAR MIDFIELD, ADJACENT TO WIND SOCK.
 DI3123'OWNERSHIP-- CHENNAULT INTL ARPT AUTHORITY.  CONTACT AIRPORT MANAGER BY
 DI3123'PHONE 48-HOURS IN ADVANCE OF THE INTENDED OBSERVATION TIME, AN ESCORT
 DI3123'IS REQUIRED.
 DI3123' 
 DI3123'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 210
 DI3123'BRIDGE WITH LEGION STREET (EXIT 10A), ON THE EAST SIDE OF LAKE
 DI3123'CHARLES, GO EAST 0.30 MI (0.48 KM) ON LEGION STREET TO THE
 DI3123'INTERSECTION OF SPRIG STREET, TURN RIGHT AND THE AIRPORT MANAGERS
 DI3123'OFFICE BUILDING ON THE RIGHT.  FROM THE AIRPORT FIXED BASE OPERATOR
 DI3123'(FBO) SITE, LOCATED ON THE MAIN EAST RAMP JUST SOUTH OF --THE
 DI3123'BULLPEN--, PROCEED NORTHEAST 0.15 MI (0.24 KM) ACROSS RAMP TO TAXIWAY
 DI3123'ALPHA, TURN RIGHT AND GO SOUTHEAST 0.40 MI (0.64 KM) ON TAXIWAY A TO
 DI3123'STATION ON THE LEFT.  THE STATION IS A PUNCH-MARK ON THE TOP OF A
 DI3123'5/16-INCH (0.79 CM) DIAMETER STAINLESS STEEL ROD DRIVEN TO A REFUSAL
 DI3123'DEPTH OF 28.5 FEET, IN A NON-TOXIC GREASE FILLED 1-METER LONG FIN
 DI3123'SLEEVE, ENCASED INSIDE A 5-INCH (13 CM) DIAMETER PVC PIPE WITH A
 DI3123'STANDARD ALUMINUM WOOLPERT GEODETIC CONTROL MARK LOGO CAP STAMPED
 DI3123'--CWF A 2006-- AND SURROUNDED BY CONCRETE.
 DI3123' 
 DI3123'THE STATION IS 44.5 FT (13.6 M) EAST OF THE EAST EDGE OF TAXIWAY A AND
 DI3123'194.3 FT (59.2 M) WEST OF THE BASE OF THE MIDFIELD WIND SOCK.
 DI3123' 
 DI3123'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 DI3123'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3125 ***********************************************************************
 DI3125  SACS        -  This is a Secondary Airport Control Station.
 DI3125  DESIGNATION -  CWF B 2006
 DI3125  PID         -  DI3125
 DI3125  STATE/COUNTY-  LA/CALCASIEU
 DI3125  USGS QUAD   -  LAKE CHARLES (1994)
 DI3125
 DI3125                         *CURRENT SURVEY CONTROL
 DI3125  ___________________________________________________________________
 DI3125* NAD 83(1992)-  30 11 59.58720(N)    093 08 25.81264(W)     ADJUSTED  
 DI3125* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DI3125  **This station is located in a suspected subsidence area (see below).
 DI3125  ___________________________________________________________________
 DI3125  EPOCH DATE  -        2004.65
 DI3125  X           -    -302,253.902 (meters)                     COMP
 DI3125  Y           -  -5,508,838.405 (meters)                     COMP
 DI3125  Z           -   3,189,532.184 (meters)                     COMP
 DI3125  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DI3125  ELLIP HEIGHT-         -23.213 (meters)          (02/13/07) ADJUSTED
 DI3125  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DI3125  HORZ ORDER  -  FIRST
 DI3125  ELLP ORDER  -  FOURTH    CLASS II
 DI3125
 DI3125.This mark is at Chennault Industrial Airpark  (CWF)
 DI3125
 DI3125.The horizontal coordinates were established by GPS observations
 DI3125.and adjusted by the WOOLPERT CONSULTANTS in February 2007.
 DI3125.The horizontal coordinates are valid at the epoch date displayed above.
 DI3125.The epoch date for horizontal control is a decimal equivalence
 DI3125.of Year/Month/Day.
 DI3125
 DI3125.The orthometric height was determined by GPS observations and a
 DI3125.high-resolution geoid model.
 DI3125 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI3125 ** and geoid heights are valid at the date of observation. These heights
 DI3125 ** must always be validated when used as control.
 DI3125 ** The orthometric height has not been validated since last determined
 DI3125 ** by differential leveling and should not be used for control purposes.
 DI3125 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 DI3125 ** The geoid height was determined by a new realization of GEOID03 for the
 DI3125 ** epoch indicated which incorporates improved geoid heights for the
 DI3125 ** Southern Louisiana Subsidence area.
 DI3125 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI3125
 DI3125.GPS derived orthometric heights for airport stations designated as
 DI3125.PACS or SACS are published to 2 decimal places.  This maintains
 DI3125.centimeter relative accuracy between the PACS and SACS.  It does
 DI3125.not indicate centimeter accuracy relative to other marks which are
 DI3125.part of the NAVD 88 network.
 DI3125
 DI3125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3125
 DI3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3125
 DI3125.The ellipsoidal height was determined by GPS observations
 DI3125.and is referenced to NAD 83.
 DI3125
 DI3125.The geoid height was determined by GEOID03.
 DI3125
 DI3125;                    North         East     Units Scale Factor Converg.
 DI3125;SPC LA S     -   189,795.006   826,002.461   MT  0.99993175   -0 54 13.0
 DI3125;SPC LA S     -   622,685.78  2,709,976.41   sFT  0.99993175   -0 54 13.0
 DI3125;UTM  15      - 3,340,942.945   486,475.995   MT  0.99960226   -0 04 14.4
 DI3125
 DI3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3125!SPC LA S     -   1.00000365  x   0.99993175  =   0.99993540
 DI3125!UTM  15      -   1.00000365  x   0.99960226  =   0.99960590
 DI3125
 DI3125                          SUPERSEDED SURVEY CONTROL
 DI3125
 DI3125.No superseded survey control is available for this station.
 DI3125
 DI3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8647640943(NAD 83)
 DI3125_MARKER: DD = SURVEY DISK
 DI3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3125_STAMPING: CWF B 2006
 DI3125_MARK LOGO: WOOLPT
 DI3125_PROJECTION: FLUSH
 DI3125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3125+STABILITY: SURFACE MOTION
 DI3125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3125+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 DI3125
 DI3125  HISTORY     - Date     Condition        Report By
 DI3125  HISTORY     - 20061028 MONUMENTED       WOOLPT
 DI3125
 DI3125                          STATION DESCRIPTION
 DI3125
 DI3125'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3125'THE STATION IS APPROXIMATELY 7.95 MI (12.79 KM) WEST-SOUTHWEST OF THE
 DI3125'COMMUNITY OF IOWA, 4.85 MI (7.81 KM) EAST-SOUTHEAST OF DOWNTOWN LAKE
 DI3125'CHARLES AND AT THE CHENNAULT INTL AIRPORT, NEAR THE SOUTH END OF
 DI3125'AIRFIELD, IN THE NORTHWEST QUADRANT OF TAXIWAY ALPHA AND A SERVICE
 DI3125'ROAD.  OWNERSHIP--CHENNAULT INTL ARPT AUTHORITY.  CONTACT AIRPORT
 DI3125'MANAGER BY PHONE 48-HOURS IN ADVANCE OF THE INTENDED OBSERVATION TIME,
 DI3125'AN ESCORT IS REQUIRED.
 DI3125' 
 DI3125'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 210
 DI3125'BRIDGE WITH LEGION STREET (EXIT 10A), ON THE EAST SIDE OF LAKE
 DI3125'CHARLES, GO EAST 0.30 MI (0.48 KM) ON LEGION STREET TO THE
 DI3125'INTERSECTION OF SPRIG STREET, TURN RIGHT AND THE AIRPORT MANAGERS
 DI3125'OFFICE BUILDING ON THE RIGHT.  FROM THE AIRPORT FIXED BASE OPERATOR
 DI3125'(FBO) SITE, LOCATED ON THE MAIN EAST RAMP JUST SOUTH OF --THE
 DI3125'BULLPEN--, PROCEED NORTHEAST 0.15 MI (0.24 KM) ACROSS RAMP TO TAXIWAY
 DI3125'ALPHA, TURN RIGHT AND GO SOUTHEAST 1.15 MI (1.85 KM) ON TAXIWAY A TO
 DI3125'THE STATION ON THE LEFT.  THE STATION IS A STANDARD BRONZE WOOLPERT
 DI3125'AIRPORT GEODETIC CONTROL STATION DISK STAMPED --CWF B 2006-- SET IN
 DI3125'THE TOP OF A 12-INCH (30 CM) DIAMETER BY 4 FT (1.2 M) DEEP CONCRETE
 DI3125'MARK.
 DI3125' 
 DI3125'THE STATION IS 109.7 FT (33.4 M) SOUTHWEST OF THE FIRST BLUE TAXIWAY
 DI3125'LIGHT NORTH OF THE JUNCTION OF TAXIWAY A WITH ACCESS ROAD, 54.4 FT
 DI3125'(16.6 M) WEST OF THE WEST EDGE OF TAXIWAY A, 35.1 FT (10.7 M) NORTH OF
 DI3125'THE NORTH EDGE OF ACCESS ROAD AND 219.3 FT (66.8 M) EAST OF A
 DI3125'CHAIN-LINK PERIMETER FENCE.
 DI3125' 
 DI3125'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3125'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI3124 ***********************************************************************
 DI3124  SACS        -  This is a Secondary Airport Control Station.
 DI3124  DESIGNATION -  CWF C
 DI3124  PID         -  DI3124
 DI3124  STATE/COUNTY-  LA/CALCASIEU
 DI3124  USGS QUAD   -  LAKE CHARLES (1994)
 DI3124
 DI3124                         *CURRENT SURVEY CONTROL
 DI3124  ___________________________________________________________________
 DI3124* NAD 83(1992)-  30 13 02.79629(N)    093 08 56.75129(W)     ADJUSTED  
 DI3124* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DI3124  **This station is located in a suspected subsidence area (see below).
 DI3124  ___________________________________________________________________
 DI3124  EPOCH DATE  -        2004.65
 DI3124  X           -    -303,026.394 (meters)                     COMP
 DI3124  Y           -  -5,507,815.103 (meters)                     COMP
 DI3124  Z           -   3,191,214.244 (meters)                     COMP
 DI3124  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DI3124  ELLIP HEIGHT-         -23.265 (meters)          (02/13/07) ADJUSTED
 DI3124  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DI3124  HORZ ORDER  -  FIRST
 DI3124  ELLP ORDER  -  FOURTH    CLASS II
 DI3124
 DI3124.This mark is at Chennault Industrial Airpark  (CWF)
 DI3124
 DI3124.The horizontal coordinates were established by GPS observations
 DI3124.and adjusted by the WOOLPERT CONSULTANTS in February 2007.
 DI3124.The horizontal coordinates are valid at the epoch date displayed above.
 DI3124.The epoch date for horizontal control is a decimal equivalence
 DI3124.of Year/Month/Day.
 DI3124
 DI3124.The orthometric height was determined by GPS observations and a
 DI3124.high-resolution geoid model.
 DI3124 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI3124 ** and geoid heights are valid at the date of observation. These heights
 DI3124 ** must always be validated when used as control.
 DI3124 ** The orthometric height has not been validated since last determined
 DI3124 ** by differential leveling and should not be used for control purposes.
 DI3124 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 DI3124 ** The geoid height was determined by a new realization of GEOID03 for the
 DI3124 ** epoch indicated which incorporates improved geoid heights for the
 DI3124 ** Southern Louisiana Subsidence area.
 DI3124 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI3124
 DI3124.GPS derived orthometric heights for airport stations designated as
 DI3124.PACS or SACS are published to 2 decimal places.  This maintains
 DI3124.centimeter relative accuracy between the PACS and SACS.  It does
 DI3124.not indicate centimeter accuracy relative to other marks which are
 DI3124.part of the NAVD 88 network.
 DI3124
 DI3124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI3124
 DI3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI3124
 DI3124.The ellipsoidal height was determined by GPS observations
 DI3124.and is referenced to NAD 83.
 DI3124
 DI3124.The geoid height was determined by GEOID03.
 DI3124
 DI3124;                    North         East     Units Scale Factor Converg.
 DI3124;SPC LA S     -   191,754.129   825,205.918   MT  0.99993286   -0 54 28.5
 DI3124;SPC LA S     -   629,113.34  2,707,363.08   sFT  0.99993286   -0 54 28.5
 DI3124;UTM  15      - 3,342,889.639   485,651.329   MT  0.99960254   -0 04 30.1
 DI3124
 DI3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI3124!SPC LA S     -   1.00000365  x   0.99993286  =   0.99993651
 DI3124!UTM  15      -   1.00000365  x   0.99960254  =   0.99960619
 DI3124
 DI3124                          SUPERSEDED SURVEY CONTROL
 DI3124
 DI3124.No superseded survey control is available for this station.
 DI3124
 DI3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP8565142890(NAD 83)
 DI3124_MARKER: DD = SURVEY DISK
 DI3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3124_STAMPING: CWF C 2006
 DI3124_MARK LOGO: WOOLPT
 DI3124_PROJECTION: FLUSH
 DI3124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3124+STABILITY: SURFACE MOTION
 DI3124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3124+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 DI3124
 DI3124  HISTORY     - Date     Condition        Report By
 DI3124  HISTORY     - 20061028 MONUMENTED       WOOLPT
 DI3124
 DI3124                          STATION DESCRIPTION
 DI3124
 DI3124'DESCRIBED BY WOOLPERT CONSULTANTS 2006
 DI3124'THE STATION IS APPROXIMATELY 8.15 MI (13.12 KM) WEST OF THE COMMUNITY
 DI3124'OF IOWA, 3.9 MI (6.28 KM) EAST OF DOWNTOWN LAKE CHARLES AND AT THE
 DI3124'CHENNAULT INTL AIRPORT, NEAR THE NORTH END OF AIRFIELD.
 DI3124'OWNERSHIP--CHENNAULT INTL ARPT AUTHORITY.  CONTACT AIRPORT MANAGER BY
 DI3124'PHONE 48-HOURS IN ADVANCE OF THE INTENDED OBSERVATION TIME, AN ESCORT
 DI3124'IS REQUIRED.
 DI3124' 
 DI3124'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 210
 DI3124'BRIDGE WITH LEGION STREET (EXIT 10A), ON THE EAST SIDE OF LAKE
 DI3124'CHARLES, GO EAST 0.30 MI (0.48 KM) ON LEGION STREET TO THE
 DI3124'INTERSECTION OF SPRIG STREET, TURN RIGHT AND THE AIRPORT MANAGERS
 DI3124'OFFICE BUILDING ON THE RIGHT.  FROM THE AIRPORT FIXED BASE OPERATOR
 DI3124'(FBO) SITE, LOCATED ON THE MAIN EAST RAMP JUST SOUTH OF --THE
 DI3124'BULLPEN--, PROCEED NORTHEAST 0.15 MI (0.24 KM) ACROSS RAMP TO TAXIWAY
 DI3124'ALPHA, TURN LEFT AND GO NORTHWEST 0.15 MI (0.24 KM) ON TAXIWAY A TO
 DI3124'THE STATION ON THE RIGHT.  THE STATION IS A STANDARD BRONZE WOOLPERT
 DI3124'AIRPORT GEODETIC CONTROL STATION DISK STAMPED --CWF C 2006-- SET IN
 DI3124'THE TOP OF A 12-INCH (30 CM) DIAMETER BY 4 FT (1.2 M) DEEP CONCRETE
 DI3124'MARK.
 DI3124' 
 DI3124'THE STATION IS 157.8 FT (48.1 M) SOUTHWEST OF THE SOUTH MOST CORNER OF
 DI3124'OLD RUNWAY PAVEMENT LOCATED BETWEEN TAXIWAY A AND RUNWAY 15/33, 125 FT
 DI3124'(38.1 M) NORTH OF A MANHOLE AND 66.0 FT (20.1 M) NORTHEAST OF THE
 DI3124'CONCRETE BASE OF A TAXIWAY SIGN FOR -NORTHROP GRUMMAN- -AEROFRAME
 DI3124'SERVICES-.
 DI3124' 
 DI3124'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DI3124'STATION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2588  **This station is located in a suspected subsidence area (see below).
 AU2588  ___________________________________________________________________
 AU2588  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2588  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2588 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2588 ** and geoid heights are valid at the date of observation. These heights
 AU2588 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2615  **This station is located in a suspected subsidence area (see below).
 AU2615  ___________________________________________________________________
 AU2615  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2615  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2617  **This station is located in a suspected subsidence area (see below).
 AU2617  ___________________________________________________________________
 AU2617  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU2617  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 22 00.54645(N)    090 48 47.01867(W)     ADJUSTED  
 AH6329* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6329  **This station is located in a suspected subsidence area (see below).
 AH6329  ___________________________________________________________________
 AH6329  EPOCH DATE  -        2002.00
 AH6329  X           -     -78,939.480 (meters)                     COMP
 AH6329  Y           -  -5,562,432.464 (meters)                     COMP
 AH6329  Z           -   3,109,386.264 (meters)                     COMP
 AH6329  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6329  ELLIP HEIGHT-         -23.729 (meters)          (02/10/07) ADJUSTED
 AH6329  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6329
 AH6329  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6329  Type    PID    Designation                      North   East  Ellip
 AH6329  -------------------------------------------------------------------
 AH6329  NETWORK AH6329 D 1                               1.35   1.10   3.41
 AH6329  -------------------------------------------------------------------
 AH6329
 AH6329.The horizontal coordinates were established by GPS observations
 AH6329.and adjusted by the National Geodetic Survey in February 2007.
 AH6329
 AH6329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6329.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6329.The horizontal coordinates are valid at the epoch date displayed above.
 AH6329.The epoch date for horizontal control is a decimal equivalence
 AH6329.of Year/Month/Day.
 AH6329
 AH6329.The orthometric height was determined by GPS observations and a
 AH6329.high-resolution geoid model.
 AH6329 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6329 ** and geoid heights are valid at the date of observation. These heights
 AH6329 ** must always be validated when used as control.
 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 more information.
 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
 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     -    96,198.519 1,050,513.919   MT  0.99998653   +0 15 36.5
 AH6329;SPC LA S     -   315,611.31  3,446,561.08   sFT  0.99998653   +0 15 36.5
 AH6329;UTM  15      - 3,250,614.417   712,278.283   MT  1.00015606   +1 04 22.3
 AH6329
 AH6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6329!SPC LA S     -   1.00000373  x   0.99998653  =   0.99999026
 AH6329!UTM  15      -   1.00000373  x   1.00015606  =   1.00015979
 AH6329
 AH6329:                Primary Azimuth Mark                     Grid Az
 AH6329:SPC LA S     -  D 1 AZ MK                                047 04 34.5
 AH6329:UTM  15      -  D 1 AZ MK                                046 15 48.7
 AH6329
 AH6329|---------------------------------------------------------------------|
 AH6329| PID    Reference Object                     Distance      Geod. Az  |
 AH6329|                                                           dddmmss.s |
 AH6329| AH6330 D 1 AZ MK                           419.433 METERS 0472011.0 |
 AH6329|---------------------------------------------------------------------|
 AH6329
 AH6329                          SUPERSEDED SURVEY CONTROL
 AH6329
 AH6329  ELLIP H (02/21/02)  -23.697  (m)                       GP(       ) 5 1
 AH6329  NAD 83(1992)-  29 22 00.54656(N)    090 48 47.01752(W) AD(       ) 1
 AH6329  ELLIP H (12/17/98)  -23.691  (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 = MARCH 13, 2009
 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(2007)-  29 22 09.77828(N)    090 48 35.58252(W)     ADJUSTED  
 AH6330* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6330  **This station is located in a suspected subsidence area (see below).
 AH6330  ___________________________________________________________________
 AH6330  EPOCH DATE  -        2002.00
 AH6330  X           -     -78,629.116 (meters)                     COMP
 AH6330  Y           -  -5,562,298.101 (meters)                     COMP
 AH6330  Z           -   3,109,634.344 (meters)                     COMP
 AH6330  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6330  ELLIP HEIGHT-         -22.980 (meters)          (02/10/07) ADJUSTED
 AH6330  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6330
 AH6330  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6330  Type    PID    Designation                      North   East  Ellip
 AH6330  -------------------------------------------------------------------
 AH6330  NETWORK AH6330 D 1 AZ MK                         1.43   1.49   3.53
 AH6330  -------------------------------------------------------------------
 AH6330
 AH6330.The horizontal coordinates were established by GPS observations
 AH6330.and adjusted by the National Geodetic Survey in February 2007.
 AH6330
 AH6330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6330.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6330.The horizontal coordinates are valid at the epoch date displayed above.
 AH6330.The epoch date for horizontal control is a decimal equivalence
 AH6330.of Year/Month/Day.
 AH6330
 AH6330.The orthometric height was determined by GPS observations and a
 AH6330.high-resolution geoid model.
 AH6330 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6330 ** and geoid heights are valid at the date of observation. These heights
 AH6330 ** must always be validated when used as control.
 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 more information.
 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
 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     -    96,484.159 1,050,821.049   MT  0.99998604   +0 15 42.2
 AH6330;SPC LA S     -   316,548.44  3,447,568.72   sFT  0.99998604   +0 15 42.2
 AH6330;UTM  15      - 3,250,904.435   712,581.382   MT  1.00015765   +1 04 28.3
 AH6330
 AH6330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6330!SPC LA S     -   1.00000361  x   0.99998604  =   0.99998965
 AH6330!UTM  15      -   1.00000361  x   1.00015765  =   1.00016126
 AH6330
 AH6330:                Primary Azimuth Mark                     Grid Az
 AH6330:SPC LA S     -  D 1                                      227 04 34.4
 AH6330:UTM  15      -  D 1                                      226 15 48.3
 AH6330
 AH6330|---------------------------------------------------------------------|
 AH6330| PID    Reference Object                     Distance      Geod. Az  |
 AH6330|                                                           dddmmss.s |
 AH6330| AH6329 D 1                                 419.433 METERS 2272016.6 |
 AH6330|---------------------------------------------------------------------|
 AH6330
 AH6330                          SUPERSEDED SURVEY CONTROL
 AH6330
 AH6330  ELLIP H (02/21/02)  -22.946  (m)                       GP(       ) 5 1
 AH6330  NAD 83(1992)-  29 22 09.77851(N)    090 48 35.58133(W) AD(       ) 1
 AH6330  ELLIP H (12/17/98)  -22.941  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 49 55.65265(N)    093 20 03.83410(W)     ADJUSTED  
 BK1271* NAVD 88     -        60.402  (meters)     198.17   (feet)  ADJUSTED  
 BK1271  ___________________________________________________________________
 BK1271  EPOCH DATE  -        2002.00
 BK1271  X           -    -318,827.385 (meters)                     COMP
 BK1271  Y           -  -5,472,302.394 (meters)                     COMP
 BK1271  Z           -   3,249,943.116 (meters)                     COMP
 BK1271  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BK1271  ELLIP HEIGHT-          33.405 (meters)          (03/12/08) ADJUSTED
 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  HORZ ORDER  -  A
 BK1271  VERT ORDER  -  SECOND    CLASS 0
 BK1271  ELLP ORDER  -  THIRD     CLASS I
 BK1271
 BK1271.This mark is at Beauregard Parish Airport (DRI)
 BK1271
 BK1271.The horizontal coordinates were established by GPS observations
 BK1271.and adjusted by the National Geodetic Survey in March 2008.
 BK1271
 BK1271.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1271.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1271.The horizontal coordinates are valid at the epoch date displayed above.
 BK1271.The epoch date for horizontal control is a decimal equivalence
 BK1271.of Year/Month/Day.
 BK1271
 BK1271.The orthometric height was determined by differential leveling
 BK1271.and adjusted in February 1994.
 BK1271
 BK1271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1271
 BK1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1271
 BK1271.The ellipsoidal height was determined by GPS observations
 BK1271.and is referenced to NAD 83.
 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 Scale Factor Converg.
 BK1271;SPC LA S     -   260,183.431   808,559.631   MT  1.00003077   -1 00 02.0
 BK1271;SPC LA S     -   853,618.47  2,652,749.39   sFT  1.00003077   -1 00 02.0
 BK1271;UTM  15      - 3,411,045.321   468,020.431   MT  0.99961262   -0 10 17.0
 BK1271
 BK1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1271!SPC LA S     -   0.99999475  x   1.00003077  =   1.00002552
 BK1271!UTM  15      -   0.99999475  x   0.99961262  =   0.99960738
 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: 15RVQ6802011045(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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1271+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 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  HISTORY     - 20060605 GOOD             NGS
 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.
 BK1271
 BK1271                          STATION RECOVERY (2006)
 BK1271
 BK1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1271'RECOVERED AS DESCRIBED.
 BK1271' 
 BK1271'TO SCHEDULE USE OF THIS MARK, CALL AIRPORT MANAGER JOHN JONES,
 BK1271'337-462-3364.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0720  **This station is located in a suspected 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-         -25.170 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU0720 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0720 ** and geoid heights are valid at the date of observation. These heights
 AU0720 ** must always be validated when used as control.
 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 more information.
 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 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)  -25.155  (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 = MARCH 13, 2009
 BK1720 ***********************************************************************
 BK1720  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 11 11.94574(N)    093 35 21.85443(W)     ADJUSTED  
 BK1720* NAVD 88     -         4.47   (meters)      14.7    (feet)  GPS OBS(2006.81)
 BK1720  **This station is located in a suspected subsidence area (see below).
 BK1720  ___________________________________________________________________
 BK1720  EPOCH DATE  -        2002.00
 BK1720  X           -    -345,450.990 (meters)                     COMP
 BK1720  Y           -  -5,507,037.835 (meters)                     COMP
 BK1720  Z           -   3,188,264.314 (meters)                     COMP
 BK1720  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK1720  ELLIP HEIGHT-         -22.947 (meters)          (03/12/08) ADJUSTED
 BK1720  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BK1720  OBS GRAVITY -     979,312.2   (mgal)                       GRAV_OBS
 BK1720
 BK1720  HORZ ORDER  -  A
 BK1720  ELLP ORDER  -  THIRD     CLASS I
 BK1720
 BK1720.The horizontal coordinates were established by GPS observations
 BK1720.and adjusted by the National Geodetic Survey in March 2008.
 BK1720
 BK1720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1720.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1720.The horizontal coordinates are valid at the epoch date displayed above.
 BK1720.The epoch date for horizontal control is a decimal equivalence
 BK1720.of Year/Month/Day.
 BK1720
 BK1720.The orthometric height was determined by GPS observations and a
 BK1720.high-resolution geoid model.
 BK1720 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1720 ** and geoid heights are valid at the date of observation. These heights
 BK1720 ** must always be validated when used as control.
 BK1720 ** The orthometric height was determined by GPS observations using
 BK1720 ** precise GPS observation and processing techniques and a new
 BK1720 ** realization of GEOID03. It supersedes any height that may have been
 BK1720 ** previously determined for this station.
 BK1720 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1720 ** epoch indicated which incorporates improved geoid heights for the
 BK1720 ** Southern Louisiana Subsidence area.
 BK1720 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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.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     -   189,094.641   782,757.678   MT  0.99993098   -1 07 41.0
 BK1720;SPC LA S     -   620,388.00  2,568,097.48   sFT  0.99993098   -1 07 41.0
 BK1720;UTM  15      - 3,339,614.904   443,259.531   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  NAD 83(2007)-  30 11 11.94741(N)    093 35 21.85453(W) AD(       ) 0
 BK1720  ELLIP H (02/10/07)  -22.959  (m)                       GP(       )    
 BK1720  ELLIP H (02/20/02)  -22.923  (m)                       GP(       ) 4 1
 BK1720  NAD 83(1992)-  30 11 11.94561(N)    093 35 21.85390(W) AD(       ) 1
 BK1720  ELLIP H (01/13/95)  -22.835  (m)                       GP(       ) 3 2
 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: DB = BENCH MARK DISK
 BK1720_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BK1720_SP_SET: CULVERT HEADWALL
 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     - 20060501 GOOD             NGS
 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 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 (RLT)
 BK1720'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 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(2007)-  30 07 11.79204(N)    091 56 05.95160(W)     ADJUSTED  
 BJ2147* NAVD 88     -        10.33   (meters)      33.9    (feet)  GPS OBS(2006.81)
 BJ2147  **This station is located in a suspected subsidence area (see below).
 BJ2147  ___________________________________________________________________
 BJ2147  EPOCH DATE  -        2002.00
 BJ2147  X           -    -186,438.797 (meters)                     COMP
 BJ2147  Y           -  -5,518,433.574 (meters)                     COMP
 BJ2147  Z           -   3,181,873.029 (meters)                     COMP
 BJ2147  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BJ2147  ELLIP HEIGHT-         -16.785 (meters)          (03/12/08) ADJUSTED
 BJ2147  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BJ2147
 BJ2147  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ2147  Type    PID    Designation                      North   East  Ellip
 BJ2147  -------------------------------------------------------------------
 BJ2147  NETWORK BJ2147 D 171                             1.16   0.92   2.57
 BJ2147  -------------------------------------------------------------------
 BJ2147  ELLP ORDER  -  THIRD     CLASS I
 BJ2147
 BJ2147.The horizontal coordinates were established by GPS observations
 BJ2147.and adjusted by the National Geodetic Survey in February 2007.
 BJ2147
 BJ2147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ2147.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BJ2147.high-resolution geoid model.
 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 any height that may have been
 BJ2147 ** previously 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
 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;                    North         East     Units Scale Factor Converg.
 BJ2147;SPC LA S     -   179,713.651   942,023.102   MT  0.99992789   -0 18 03.0
 BJ2147;SPC LA S     -   589,610.54  3,090,620.79   sFT  0.99992789   -0 18 03.0
 BJ2147;UTM  15      - 3,332,554.577   602,597.289   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  ELLIP H (02/10/07)  -16.810  (m)                       GP(       )    
 BJ2147  NAD 83(1992)-  30 07 11.79192(N)    091 56 05.95115(W) AD(2004.65) B
 BJ2147  ELLIP H (06/22/05)  -16.814  (m)                       GP(2004.65) 4 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 - August 26, 2008
 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  HISTORY     - 20060430 GOOD             NGS
 BJ2147  HISTORY     - 20061030 GOOD             LADTD
 BJ2147  HISTORY     - 20080826 GOOD             JCLS
 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.
 BJ2147
 BJ2147                          STATION RECOVERY (2006)
 BJ2147
 BJ2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ2147'RECOVERED AS DESCRIBED.
 BJ2147
 BJ2147                          STATION RECOVERY (2006)
 BJ2147
 BJ2147'RECOVERY NOTE BY LA TRANSP AND DEV 2006 (SLC)
 BJ2147'RECOVERED IN GOOD CONDITION.
 BJ2147
 BJ2147                          STATION RECOVERY (2008)
 BJ2147
 BJ2147'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 BJ2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP1729+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2007
 CP1729
 CP1729  HISTORY     - Date     Condition        Report By
 CP1729  HISTORY     - UNK      MONUMENTED       LAGS
 CP1729  HISTORY     - 1968     GOOD             NGS
 CP1729  HISTORY     - 20070317 GOOD             GEOCAC
 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.
 CP1729
 CP1729                          STATION RECOVERY (2007)
 CP1729
 CP1729'RECOVERY NOTE BY GEOCACHING 2007 (JRO)
 CP1729'RECOVERED A FEW INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 51 37.21024(N)    089 58 15.50380(W)     ADJUSTED  
 AT0357* NAVD 88     -         1.66   (meters)       5.4    (feet)  LEVELING(2006.81)
 AT0357  **This station is located in a suspected subsidence area (see below).
 AT0357  **This station is included in the VTDP model (see below).
 AT0357  ___________________________________________________________________
 AT0357  EPOCH DATE  -        2002.00
 AT0357  X           -       2,804.583 (meters)                     COMP
 AT0357  Y           -  -5,535,959.671 (meters)                     COMP
 AT0357  Z           -   3,156,944.607 (meters)                     COMP
 AT0357  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AT0357  ELLIP HEIGHT-         -24.059 (meters)          (03/12/08) ADJUSTED
 AT0357  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 AT0357
 AT0357  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0357  Type    PID    Designation                      North   East  Ellip
 AT0357  -------------------------------------------------------------------
 AT0357  NETWORK AT0357 D 194                             0.69   0.61   1.33
 AT0357  -------------------------------------------------------------------
 AT0357  VERT ORDER  -  THIRD
 AT0357  ELLP ORDER  -  THIRD     CLASS I
 AT0357
 AT0357.The horizontal coordinates were established by GPS observations
 AT0357.and adjusted by the National Geodetic Survey in February 2007.
 AT0357
 AT0357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0357.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 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;                    North         East     Units Scale Factor Converg.
 AT0357;SPC LA S     -   151,568.070 1,131,620.246   MT  0.99992873   +0 40 52.3
 AT0357;SPC LA S     -   497,269.58  3,712,657.42   sFT  0.99992873   +0 40 52.3
 AT0357;UTM  16      - 3,307,016.608   212,990.799   MT  1.00061647   -1 28 48.8
 AT0357;UTM  15      - 3,307,163.014   792,620.048   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  ELLIP H (02/10/07)  -24.074  (m)                       GP(       )    
 AT0357  NAD 83(1992)-  29 51 37.21031(N)    089 58 15.50368(W) AD(2004.65) B
 AT0357  ELLIP H (06/22/05)  -24.083  (m)                       GP(2004.65) 4 1
 AT0357  NAD 83(1992)-  29 51 37.21047(N)    089 58 15.50384(W) AD(       ) B
 AT0357  ELLIP H (05/09/05)  -24.064  (m)                       GP(       ) 4 2
 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 5 CENTIMETERS
 AT0357_MAGNETIC: I = MARKER IS A STEEL ROD
 AT0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AT0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AT0357+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 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  HISTORY     - 20060430 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
 AT0357
 AT0357                          STATION RECOVERY (2006)
 AT0357
 AT0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0357'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  30 03 02.82232(N)    093 20 29.51434(W)     ADJUSTED  
 BK1484* NAVD 88     -         1.19   (meters)       3.9    (feet)  GPS OBS(2006.81)
 BK1484  **This station is located in a suspected subsidence area (see below).
 BK1484  **This station is included in the VTDP model (see below).
 BK1484  ___________________________________________________________________
 BK1484  EPOCH DATE  -        2002.00
 BK1484  X           -    -322,063.728 (meters)                     COMP
 BK1484  Y           -  -5,516,023.068 (meters)                     COMP
 BK1484  Z           -   3,175,234.816 (meters)                     COMP
 BK1484  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BK1484  ELLIP HEIGHT-         -25.968 (meters)          (03/12/08) ADJUSTED
 BK1484  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BK1484
 BK1484  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1484  Type    PID    Designation                      North   East  Ellip
 BK1484  -------------------------------------------------------------------
 BK1484  NETWORK BK1484 D 211                             0.80   0.69   1.69
 BK1484  -------------------------------------------------------------------
 BK1484  ELLP ORDER  -  THIRD     CLASS I
 BK1484
 BK1484.The horizontal coordinates were established by GPS observations
 BK1484.and adjusted by the National Geodetic Survey in February 2007.
 BK1484
 BK1484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1484.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK1484.high-resolution geoid model.
 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 with a Vertical Time-dependent
 BK1484 ** Positioning (VTDP) model and has been validated through GPS observations
 BK1484 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 BK1484.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BK1484;SPC LA S     -   173,592.392   806,359.356   MT  0.99992612   -1 00 14.8
 BK1484;SPC LA S     -   569,527.71  2,645,530.65   sFT  0.99992612   -1 00 14.8
 BK1484;UTM  15      - 3,324,461.789   467,076.739   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  ELLIP H (02/10/07)  -25.994  (m)                       GP(       )    
 BK1484  NAD 83(1992)-  30 03 02.82215(N)    093 20 29.51460(W) AD(2004.65) B
 BK1484  ELLIP H (06/22/05)  -25.988  (m)                       GP(2004.65) 4 1
 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: DB = BENCH MARK DISK
 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_PROJECTION: FLUSH
 BK1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1484+STABILITY: SURFACE MOTION
 BK1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1484+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2007
 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  HISTORY     - 20060422 GOOD             NGS
 BK1484  HISTORY     - 20070129 GOOD             CGS
 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.
 BK1484
 BK1484                          STATION RECOVERY (2006)
 BK1484
 BK1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1484'RECOVERED AS DESCRIBED.
 BK1484
 BK1484                          STATION RECOVERY (2007)
 BK1484
 BK1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2007 (RGB)
 BK1484'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 51 37.54827(N)    093 05 15.70510(W)     ADJUSTED  
 AV0426* NAVD 88     -         0.65   (meters)       2.1    (feet)  GPS OBS(2006.81)
 AV0426  **This station is located in a suspected subsidence area (see below).
 AV0426  **This station is included in the VTDP model (see below).
 AV0426  ___________________________________________________________________
 AV0426  EPOCH DATE  -        2002.00
 AV0426  X           -    -298,190.692 (meters)                     COMP
 AV0426  Y           -  -5,527,916.711 (meters)                     COMP
 AV0426  Z           -   3,156,952.642 (meters)                     COMP
 AV0426  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0426  ELLIP HEIGHT-         -26.050 (meters)          (03/12/08) ADJUSTED
 AV0426  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AV0426
 AV0426  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0426  Type    PID    Designation                      North   East  Ellip
 AV0426  -------------------------------------------------------------------
 AV0426  NETWORK AV0426 D 215                             0.96   0.82   2.00
 AV0426  -------------------------------------------------------------------
 AV0426  ELLP ORDER  -  THIRD     CLASS I
 AV0426
 AV0426.The horizontal coordinates were established by GPS observations
 AV0426.and adjusted by the National Geodetic Survey in February 2007.
 AV0426
 AV0426.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0426.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0426.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AV0426 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0426 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AV0426;SPC LA S     -   152,093.519   830,510.424   MT  0.99992873   -0 52 37.9
 AV0426;SPC LA S     -   498,993.49  2,724,766.28   sFT  0.99992873   -0 52 37.9
 AV0426;UTM  15      - 3,303,323.265   491,530.125   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  ELLIP H (02/10/07)  -26.071  (m)                       GP(       )    
 AV0426  NAD 83(1992)-  29 51 37.54814(N)    093 05 15.70543(W) AD(2004.65) B
 AV0426  ELLIP H (06/22/05)  -26.065  (m)                       GP(2004.65) 4 1
 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_PROJECTION: RECESSED 61 CENTIMETERS
 AV0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 26, 2006
 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  HISTORY     - 20060426 GOOD             NGS
 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.
 AV0426
 AV0426                          STATION RECOVERY (2006)
 AV0426
 AV0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2953  **This station is located in a suspected subsidence area (see below).
 BK2953  ___________________________________________________________________
 BK2953  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK2953  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2953 ** and geoid heights are valid at the date of observation. These heights
 BK2953 ** must always be validated when used as control.
 BK2953 ** The orthometric height has not been validated since last determined
 BK2953 ** by differential leveling and should not be used for control purposes.
 BK2953 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2953 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2953 ** epoch indicated which incorporates improved geoid heights for the
 BK2953 ** Southern Louisiana Subsidence area.
 BK2953 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2955  **This station is located in a suspected subsidence area (see below).
 BK2955  ___________________________________________________________________
 BK2955  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2955  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2955 ** and geoid heights are valid at the date of observation. These heights
 BK2955 ** must always be validated when used as control.
 BK2955 ** The orthometric height has not been validated since last determined
 BK2955 ** by differential leveling and should not be used for control purposes.
 BK2955 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2955 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2955 ** epoch indicated which incorporates improved geoid heights for the
 BK2955 ** Southern Louisiana Subsidence area.
 BK2955 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0736  **This station is located in a suspected 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 was scaled from a topographic map.
 BK0736 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0736 ** and geoid heights are valid at the date of observation. These heights
 BK0736 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 31 55.20679(N)    090 36 20.62031(W)     ADJUSTED  
 AU1507* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1507  **This station is located in a suspected subsidence area (see below).
 AU1507  ___________________________________________________________________
 AU1507  EPOCH DATE  -        2002.00
 AU1507  X           -     -58,715.402 (meters)                     COMP
 AU1507  Y           -  -5,553,681.066 (meters)                     COMP
 AU1507  Z           -   3,125,330.331 (meters)                     COMP
 AU1507  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU1507  ELLIP HEIGHT-         -22.850 (meters)          (02/10/07) ADJUSTED
 AU1507  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 AU1507  DYNAMIC HT  -           2.5   (meters)       8.    (feet)  COMP
 AU1507
 AU1507  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1507  Type    PID    Designation                      North   East  Ellip
 AU1507  -------------------------------------------------------------------
 AU1507  NETWORK AU1507 D 233                             1.53   1.41   3.65
 AU1507  -------------------------------------------------------------------
 AU1507  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 AU1507
 AU1507  VERT ORDER  -  THIRD (See Below)
 AU1507
 AU1507.The horizontal coordinates were established by GPS observations
 AU1507.and adjusted by the National Geodetic Survey in February 2007.
 AU1507
 AU1507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1507.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1507.The horizontal coordinates are valid at the epoch date displayed above.
 AU1507.The epoch date for horizontal control is a decimal equivalence
 AU1507.of Year/Month/Day.
 AU1507
 AU1507.The orthometric height was scaled from a topographic map.
 AU1507 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1507 ** and geoid heights are valid at the date of observation. These heights
 AU1507 ** must always be validated when used as control.
 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 more information.
 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 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     -   114,616.710 1,070,527.641   MT  0.99995900   +0 21 49.7
 AU1507;SPC LA S     -   376,038.32  3,512,222.77   sFT  0.99995900   +0 21 49.7
 AU1507;UTM  15      - 3,269,319.761   732,032.780   MT  1.00026436   +1 10 50.5
 AU1507
 AU1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1507!SPC LA S     -   1.00000359  x   0.99995900  =   0.99996259
 AU1507!UTM  15      -   1.00000359  x   1.00026436  =   1.00026795
 AU1507
 AU1507                          SUPERSEDED SURVEY CONTROL
 AU1507
 AU1507  ELLIP H (02/21/02)  -22.817  (m)                       GP(       ) 5 1
 AU1507  NAD 83(1992)-  29 31 55.20710(N)    090 36 20.61935(W) AD(       ) 1
 AU1507  ELLIP H (12/17/98)  -22.778  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0484
 CQ0484                          STATION RECOVERY (2008)
 CQ0484
 CQ0484'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BK1425 ***********************************************************************
 BK1425  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK1425  DESIGNATION -  D 267
 BK1425  PID         -  BK1425
 BK1425  STATE/COUNTY-  LA/CALCASIEU
 BK1425  USGS QUAD   -  IOWA (1994)
 BK1425
 BK1425                         *CURRENT SURVEY CONTROL
 BK1425  ___________________________________________________________________
 BK1425* NAD 83(2007)-  30 13 57.15426(N)    093 04 49.55803(W)     ADJUSTED  
 BK1425* NAVD 88     -         5.08   (meters)      16.7    (feet)  LEVELING(2006.81)
 BK1425  **This station is located in a suspected subsidence area (see below).
 BK1425  **This station is included in the VTDP model (see below).
 BK1425  ___________________________________________________________________
 BK1425  EPOCH DATE  -        2002.00
 BK1425  X           -    -296,380.237 (meters)                     COMP
 BK1425  Y           -  -5,507,333.876 (meters)                     COMP
 BK1425  Z           -   3,192,661.120 (meters)                     COMP
 BK1425  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BK1425  ELLIP HEIGHT-         -22.138 (meters)          (03/12/08) ADJUSTED
 BK1425  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BK1425  HORZ ORDER  -  A
 BK1425  VERT ORDER  -  THIRD
 BK1425  ELLP ORDER  -  THIRD     CLASS I
 BK1425
 BK1425.The horizontal coordinates were established by GPS observations
 BK1425.and adjusted by the National Geodetic Survey in March 2008.
 BK1425
 BK1425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1425.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1425.The horizontal coordinates are valid at the epoch date displayed above.
 BK1425.The epoch date for horizontal control is a decimal equivalence
 BK1425.of Year/Month/Day.
 BK1425
 BK1425.The orthometric height was determined by differential leveling.
 BK1425.The vertical network tie was performed by a horz. field party for horz.
 BK1425.obs reductions. Reset procedures were used to establish the elevation.
 BK1425 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1425 ** and geoid heights are valid at the date of observation. These heights
 BK1425 ** must always be validated when used as control.
 BK1425 ** The orthometric height was determined with a Vertical Time-dependent
 BK1425 ** Positioning (VTDP) model and has been validated through GPS observations
 BK1425 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 BK1425 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1425 ** epoch indicated which incorporates improved geoid heights for the
 BK1425 ** Southern Louisiana Subsidence area
 BK1425 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1425.WARNING-Repeat measurements at this control monument indicate possible
 BK1425.vertical movement.
 BK1425
 BK1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK1425
 BK1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK1425
 BK1425.The ellipsoidal height was determined by GPS observations
 BK1425.and is referenced to NAD 83.
 BK1425
 BK1425.The geoid height was determined by GEOID03.
 BK1425
 BK1425;                    North         East     Units Scale Factor Converg.
 BK1425;SPC LA S     -   193,324.928   831,840.913   MT  0.99993389   -0 52 24.9
 BK1425;SPC LA S     -   634,266.87  2,729,131.40   sFT  0.99993389   -0 52 24.9
 BK1425;UTM  15      - 3,344,556.176   492,260.593   MT  0.99960074   -0 02 25.8
 BK1425
 BK1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1425!SPC LA S     -   1.00000348  x   0.99993389  =   0.99993737
 BK1425!UTM  15      -   1.00000348  x   0.99960074  =   0.99960422
 BK1425
 BK1425                          SUPERSEDED SURVEY CONTROL
 BK1425
 BK1425  NGVD 29 (??/??/??)    5.320  (m)           17.45   (f) ADJUSTED    1 1
 BK1425
 BK1425.Superseded values are not recommended for survey control.
 BK1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK1425.See file dsdata.txt to determine how the superseded data were derived.
 BK1425
 BK1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9226144556(NAD 83)
 BK1425_MARKER: DB = BENCH MARK DISK
 BK1425_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BK1425_SP_SET: COPPER-CLAD STEEL ROD
 BK1425_STAMPING: D267 1969
 BK1425_MARK LOGO: CGS   
 BK1425_PROJECTION: PROJECTING 13 CENTIMETERS
 BK1425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BK1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK1425+STABILITY: SURFACE MOTION
 BK1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1425+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 BK1425_ROD/PIPE-DEPTH: 14.6 meters
 BK1425
 BK1425  HISTORY     - Date     Condition        Report By
 BK1425  HISTORY     - 1969     MONUMENTED       CGS
 BK1425  HISTORY     - 1970     GOOD             NGS
 BK1425  HISTORY     - 1972     GOOD             NGS
 BK1425  HISTORY     - 1981     GOOD             NGS
 BK1425  HISTORY     - 1986     GOOD             NGS
 BK1425  HISTORY     - 1988     GOOD             USPSQD
 BK1425  HISTORY     - 20040831 MARK NOT FOUND   USPSQD
 BK1425  HISTORY     - 20060502 GOOD             NGS
 BK1425  HISTORY     - 20060503 GOOD             NGS
 BK1425
 BK1425                          STATION DESCRIPTION
 BK1425
 BK1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BK1425'4.05 MI W FROM IOWA.
 BK1425'ABOUT 4.05 MILES WEST ALONG U. S. HIGHWAY 90 FROM THE JUNCTION OF U.
 BK1425'S. HIGHWAY 90 AND STATE HIGHWAY 383 AT IOWA, 70 FEET SOUTHEAST OF THE
 BK1425'CENTER OF AN INTERSECTION OF THE HIGHWAY, A PAVED ROAD LEADING NORTH,
 BK1425'AND A GRAVELED ROAD LEADING SOUTH, 49 FEET SOUTH OF THE CENTER LINE OF
 BK1425'THE HIGHWAY, 49 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 36
 BK1425'1/2 FEET WEST OF POWER POLE NUMBER 12-13-52, 1/2 FOOT NORTH OF A
 BK1425'FENCE, 0.6 FOOT SOUTH OF A METAL WITNESS POST, AND ON THE TOP OF A
 BK1425'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT 47 1/2 FEET
 BK1425'AND IS ENCASED IN A 4-INCH METAL PIPE THAT PROJECTS 5 INCHES. SECTION
 BK1425'34, T 9S, R 7W.
 BK1425
 BK1425                          STATION RECOVERY (1972)
 BK1425
 BK1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BK1425'RECOVERED IN GOOD CONDITION.
 BK1425
 BK1425                          STATION RECOVERY (1981)
 BK1425
 BK1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BK1425'6.5 KILOMETERS (4.05 MILES) WEST ALONG U.S. HIGHWAY 90 FROM THE
 BK1425'JUNCTION OF STATE HIGHWAY 383 IN IOWA, TO THE INTERSECTION OF BOYS
 BK1425'VILLAGE ROAD AND THE MARK ON THE LEFT, 14.93 METERS (49.0 FEET) SOUTH
 BK1425'OF THE CENTER LINE OF THE HIGHWAY, 14.93 METERS (49.0 FEET) EAST OF
 BK1425'THE CENTER LINE OF THE ROAD, 11.27 METERS (37.0 FEET) WEST OF POWER
 BK1425'POLE 12-13-52.
 BK1425'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 BK1425'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BK1425
 BK1425                          STATION RECOVERY (1986)
 BK1425
 BK1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BK1425'RECOVERED IN GOOD CONDITION.
 BK1425
 BK1425                          STATION RECOVERY (1988)
 BK1425
 BK1425'RECOVERY NOTE BY US POWER SQUADRON 1988 (MVM)
 BK1425'RECOVERED IN GOOD CONDITION.
 BK1425
 BK1425                          STATION RECOVERY (2004)
 BK1425
 BK1425'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BK1425'MARK NOT FOUND.
 BK1425
 BK1425                          STATION RECOVERY (2006)
 BK1425
 BK1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK1425'0.70 METERS EAST OF AN I BOLT.
 BK1425
 BK1425                          STATION RECOVERY (2006)
 BK1425
 BK1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK1425'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2209
 CQ2209                          STATION RECOVERY (2006)
 CQ2209
 CQ2209'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2209' 
 CQ2209' 
 CQ2209' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 25 05.54780(N)    090 46 20.03222(W)     ADJUSTED  
 AH6295* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6295  **This station is located in a suspected subsidence area (see below).
 AH6295  ___________________________________________________________________
 AH6295  EPOCH DATE  -        2002.00
 AH6295  X           -     -74,937.933 (meters)                     COMP
 AH6295  Y           -  -5,559,691.785 (meters)                     COMP
 AH6295  Z           -   3,114,349.024 (meters)                     COMP
 AH6295  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6295  ELLIP HEIGHT-         -23.952 (meters)          (02/10/07) ADJUSTED
 AH6295  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6295
 AH6295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6295  Type    PID    Designation                      North   East  Ellip
 AH6295  -------------------------------------------------------------------
 AH6295  NETWORK AH6295 D 3                               1.67   1.53   3.70
 AH6295  -------------------------------------------------------------------
 AH6295
 AH6295.The horizontal coordinates were established by GPS observations
 AH6295.and adjusted by the National Geodetic Survey in February 2007.
 AH6295
 AH6295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6295.The horizontal coordinates are valid at the epoch date displayed above.
 AH6295.The epoch date for horizontal control is a decimal equivalence
 AH6295.of Year/Month/Day.
 AH6295
 AH6295.The orthometric height was determined by GPS observations and a
 AH6295.high-resolution geoid model.
 AH6295 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6295 ** and geoid heights are valid at the date of observation. These heights
 AH6295 ** must always be validated when used as control.
 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 more information.
 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
 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     -   101,913.154 1,054,450.192   MT  0.99997708   +0 16 50.0
 AH6295;SPC LA S     -   334,360.07  3,459,475.34   sFT  0.99997708   +0 16 50.0
 AH6295;UTM  15      - 3,256,385.421   716,133.743   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 06.7
 AH6295:UTM  15      -  D 3 AZ MK                                048 36 15.9
 AH6295
 AH6295|---------------------------------------------------------------------|
 AH6295| PID    Reference Object                     Distance      Geod. Az  |
 AH6295|                                                           dddmmss.s |
 AH6295| AH6294 D 3 AZ MK                           485.366 METERS 0494156.7 |
 AH6295|---------------------------------------------------------------------|
 AH6295
 AH6295                          SUPERSEDED SURVEY CONTROL
 AH6295
 AH6295  ELLIP H (02/21/02)  -23.914  (m)                       GP(       ) 5 1
 AH6295  NAD 83(1992)-  29 25 05.54802(N)    090 46 20.03111(W) AD(       ) 1
 AH6295  ELLIP H (12/17/98)  -23.904  (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 = MARCH 13, 2009
 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(2007)-  29 25 15.74375(N)    090 46 06.29988(W)     ADJUSTED  
 AH6294* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6294  **This station is located in a suspected subsidence area (see below).
 AH6294  ___________________________________________________________________
 AH6294  EPOCH DATE  -        2002.00
 AH6294  X           -     -74,565.724 (meters)                     COMP
 AH6294  Y           -  -5,559,542.775 (meters)                     COMP
 AH6294  Z           -   3,114,622.584 (meters)                     COMP
 AH6294  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6294  ELLIP HEIGHT-         -23.720 (meters)          (02/10/07) ADJUSTED
 AH6294  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 AH6294
 AH6294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6294  Type    PID    Designation                      North   East  Ellip
 AH6294  -------------------------------------------------------------------
 AH6294  NETWORK AH6294 D 3 AZ MK                         1.33   1.35   3.00
 AH6294  -------------------------------------------------------------------
 AH6294
 AH6294.The horizontal coordinates were established by GPS observations
 AH6294.and adjusted by the National Geodetic Survey in February 2007.
 AH6294
 AH6294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6294.The horizontal coordinates are valid at the epoch date displayed above.
 AH6294.The epoch date for horizontal control is a decimal equivalence
 AH6294.of Year/Month/Day.
 AH6294
 AH6294.The orthometric height was determined by GPS observations and a
 AH6294.high-resolution geoid model.
 AH6294 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6294 ** and geoid heights are valid at the date of observation. These heights
 AH6294 ** must always be validated when used as control.
 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 more information.
 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
 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     -   102,228.891 1,054,818.810   MT  0.99997659   +0 16 56.9
 AH6294;SPC LA S     -   335,395.95  3,460,684.71   sFT  0.99997659   +0 16 56.9
 AH6294;UTM  15      - 3,256,706.429   716,497.911   MT  1.00017839   +1 05 47.9
 AH6294
 AH6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6294!SPC LA S     -   1.00000373  x   0.99997659  =   0.99998032
 AH6294!UTM  15      -   1.00000373  x   1.00017839  =   1.00018212
 AH6294
 AH6294:                Primary Azimuth Mark                     Grid Az
 AH6294:SPC LA S     -  D 3                                      229 25 06.5
 AH6294:UTM  15      -  D 3                                      228 36 15.5
 AH6294
 AH6294|---------------------------------------------------------------------|
 AH6294| PID    Reference Object                     Distance      Geod. Az  |
 AH6294|                                                           dddmmss.s |
 AH6294| AH6295 D 3                                 485.366 METERS 2294203.4 |
 AH6294|---------------------------------------------------------------------|
 AH6294
 AH6294                          SUPERSEDED SURVEY CONTROL
 AH6294
 AH6294  ELLIP H (02/21/02)  -23.682  (m)                       GP(       ) 5 1
 AH6294  NAD 83(1992)-  29 25 15.74398(N)    090 46 06.29877(W) AD(       ) 1
 AH6294  ELLIP H (12/17/98)  -23.671  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW1798+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2006
 BW1798_ROD/PIPE-DEPTH: 13.7 meters
 BW1798
 BW1798  HISTORY     - Date     Condition        Report By
 BW1798  HISTORY     - 1979     MONUMENTED       NGS
 BW1798  HISTORY     - 20061031 GOOD             JCLS
 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.
 BW1798
 BW1798                          STATION RECOVERY (2006)
 BW1798
 BW1798'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BW1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  31 37 34.63756(N)    091 31 19.34376(W)     ADJUSTED  
 BW1848* NAVD 88     -        20.96   (meters)      68.8    (feet)  GPS OBS   
 BW1848  ___________________________________________________________________
 BW1848  EPOCH DATE  -        2002.00
 BW1848  X           -    -144,385.519 (meters)                     COMP
 BW1848  Y           -  -5,433,980.173 (meters)                     COMP
 BW1848  Z           -   3,325,215.496 (meters)                     COMP
 BW1848  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BW1848  ELLIP HEIGHT-          -5.231 (meters)          (02/10/07) ADJUSTED
 BW1848  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BW1848
 BW1848  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW1848  Type    PID    Designation                      North   East  Ellip
 BW1848  -------------------------------------------------------------------
 BW1848  NETWORK BW1848 D 337                             0.71   0.53   1.78
 BW1848  -------------------------------------------------------------------
 BW1848
 BW1848.The horizontal coordinates were established by GPS observations
 BW1848.and adjusted by the National Geodetic Survey in February 2007.
 BW1848
 BW1848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW1848.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW1848.The horizontal coordinates are valid at the epoch date displayed above.
 BW1848.The epoch date for horizontal control is a decimal equivalence
 BW1848.of Year/Month/Day.
 BW1848
 BW1848.The orthometric height was determined by GPS observations and a
 BW1848.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BW1848;SPC LA N     -   125,295.942 1,092,775.394   MT  0.99992760   +0 31 01.4
 BW1848;SPC LA N     -   411,075.10  3,585,213.94   sFT  0.99992760   +0 31 01.4
 BW1848;UTM  15      - 3,499,961.921   640,171.532   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  NAD 83(1992)-  31 37 34.63730(N)    091 31 19.34368(W) AD(       ) B
 BW1848  ELLIP H (06/28/04)   -5.228  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU2140 ***********************************************************************
 AU2140  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU2140  DESIGNATION -  D 366
 AU2140  PID         -  AU2140
 AU2140  STATE/COUNTY-  LA/PLAQUEMINES
 AU2140  USGS QUAD   -  BERTRANDVILLE (1992)
 AU2140
 AU2140                         *CURRENT SURVEY CONTROL
 AU2140  ___________________________________________________________________
 AU2140* NAD 83(2007)-  29 48 37.96758(N)    090 00 41.51178(W)     ADJUSTED  
 AU2140* NAVD 88     -         0.18   (meters)       0.6    (feet)  GPS OBS(2006.81)
 AU2140  **This station is located in a suspected subsidence area (see below).
 AU2140  ___________________________________________________________________
 AU2140  EPOCH DATE  -        2002.00
 AU2140  X           -      -1,114.691 (meters)                     COMP
 AU2140  Y           -  -5,538,704.954 (meters)                     COMP
 AU2140  Z           -   3,152,156.325 (meters)                     COMP
 AU2140  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AU2140  ELLIP HEIGHT-         -25.381 (meters)          (03/12/08) ADJUSTED
 AU2140  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 AU2140  HORZ ORDER  -  A
 AU2140  ELLP ORDER  -  THIRD     CLASS I
 AU2140
 AU2140.The horizontal coordinates were established by GPS observations
 AU2140.and adjusted by the National Geodetic Survey in March 2008.
 AU2140
 AU2140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2140.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2140.The horizontal coordinates are valid at the epoch date displayed above.
 AU2140.The epoch date for horizontal control is a decimal equivalence
 AU2140.of Year/Month/Day.
 AU2140
 AU2140.The orthometric height was determined by GPS observations and a
 AU2140.high-resolution geoid model.
 AU2140 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2140 ** and geoid heights are valid at the date of observation. These heights
 AU2140 ** must always be validated when used as control.
 AU2140 ** The orthometric height was determined by GPS observations using
 AU2140 ** precise GPS observation and processing techniques and a new
 AU2140 ** realization of GEOID03. It supersedes any height that may have been
 AU2140 ** previously determined for this station.
 AU2140 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2140 ** epoch indicated which incorporates improved geoid heights for the
 AU2140 ** Southern Louisiana Subsidence area.
 AU2140 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU2140
 AU2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2140
 AU2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2140
 AU2140.The ellipsoidal height was determined by GPS observations
 AU2140.and is referenced to NAD 83.
 AU2140
 AU2140.The geoid height was determined by GEOID03.
 AU2140
 AU2140;                    North         East     Units Scale Factor Converg.
 AU2140;SPC LA S     -   146,003.767 1,127,765.716   MT  0.99993123   +0 39 39.3
 AU2140;SPC LA S     -   479,014.03  3,700,011.35   sFT  0.99993123   +0 39 39.3
 AU2140;UTM  15      - 3,301,539.658   788,843.529   MT  1.00062952   +1 29 12.1
 AU2140;UTM  16      - 3,301,597.759   208,926.416   MT  1.00064548   -1 29 53.5
 AU2140
 AU2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2140!SPC LA S     -   1.00000399  x   0.99993123  =   0.99993522
 AU2140!UTM  15      -   1.00000399  x   1.00062952  =   1.00063351
 AU2140!UTM  16      -   1.00000399  x   1.00064548  =   1.00064947
 AU2140
 AU2140                          SUPERSEDED SURVEY CONTROL
 AU2140
 AU2140  NGVD 29 (??/??/??)    0.490  (m)            1.61   (f) ADJUSTED    1 2
 AU2140
 AU2140.Superseded values are not recommended for survey control.
 AU2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU2140.See file dsdata.txt to determine how the superseded data were derived.
 AU2140
 AU2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8884401540(NAD 83)
 AU2140_MARKER: F = FLANGE-ENCASED ROD
 AU2140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AU2140_SP_SET: STAINLESS STEEL ROD
 AU2140_STAMPING: D 366 1984
 AU2140_MARK LOGO: NGS   
 AU2140_PROJECTION: FLUSH
 AU2140_MAGNETIC: I = MARKER IS A STEEL ROD
 AU2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2140+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AU2140_ROD/PIPE-DEPTH: 30.5 meters
 AU2140
 AU2140  HISTORY     - Date     Condition        Report By
 AU2140  HISTORY     - 1984     MONUMENTED       NGS
 AU2140  HISTORY     - 20060403 GOOD             NGS
 AU2140
 AU2140                          STATION DESCRIPTION
 AU2140
 AU2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AU2140'5.4 KM (3.35 MI) SW FROM BELLE CHASSE.
 AU2140'5.4 KM (3.35 MI) SOUTHWEST ALONG STATE ROUTE 23 FROM THE POST OFFICE
 AU2140'IN BELLE CHASSE TO THE MAIN ENTRANCE TO THE CHEVRON CHEMICAL COMPANY
 AU2140'AND THE MARK ON THE LEFT, 19.26 METERS (63.2 FT) EAST-SOUTHEAST OF THE
 AU2140'CENTERLINE OF ROUTE 23 NORTHBOUND, 14.3 METERS (46.9 FT)
 AU2140'NORTH-NORTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO THE CHEMICAL
 AU2140'COMPANY, 1.49 METERS (4.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST RAIL OF
 AU2140'THE MAIN TRACKS, 0.73 METERS (2.4 FT) SOUTH-SOUTHWEST OF THE NORTHWEST
 AU2140'CORNER OF THE LOG FLOWER BED AROUND THE CHEVRON SIGN AND 0.46 METERS
 AU2140'(1.5 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST EDGE OF THE FLOWER BED.
 AU2140'THE MARK IS ABOVE LEVEL WITH ROUTE 23.
 AU2140
 AU2140                          STATION RECOVERY (2006)
 AU2140
 AU2140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2140'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 AT0723 ***********************************************************************
 AT0723  HT_MOD      -  This is a 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(2007)-  29 27 22.52173(N)    089 39 56.52137(W)     ADJUSTED  
 AT0723* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT0723  **This station is located in a suspected subsidence area (see below).
 AT0723  ___________________________________________________________________
 AT0723  EPOCH DATE  -        2002.00
 AT0723  X           -      32,429.402 (meters)                     COMP
 AT0723  Y           -  -5,558,028.341 (meters)                     COMP
 AT0723  Z           -   3,118,021.269 (meters)                     COMP
 AT0723  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AT0723  ELLIP HEIGHT-         -25.260 (meters)          (02/10/07) ADJUSTED
 AT0723  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AT0723
 AT0723  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0723  Type    PID    Designation                      North   East  Ellip
 AT0723  -------------------------------------------------------------------
 AT0723  NETWORK AT0723 D 370                             0.43   0.43   1.12
 AT0723  -------------------------------------------------------------------
 AT0723
 AT0723.The horizontal coordinates were established by GPS observations
 AT0723.and adjusted by the National Geodetic Survey in February 2007.
 AT0723
 AT0723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0723.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AT0723.The horizontal coordinates are valid at the epoch date displayed above.
 AT0723.The epoch date for horizontal control is a decimal equivalence
 AT0723.of Year/Month/Day.
 AT0723
 AT0723.The orthometric height was determined by GPS observations and a
 AT0723.high-resolution geoid model.
 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 has not been validated since last determined
 AT0723 ** by differential leveling and should not be used for control purposes.
 AT0723 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 AT0723.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AT0723;SPC LA S     -   107,174.228 1,161,763.154   MT  0.99997060   +0 50 01.8
 AT0723;SPC LA S     -   351,620.78  3,811,551.28   sFT  0.99997060   +0 50 01.8
 AT0723;UTM  16      - 3,261,495.540   241,460.854   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  NAD 83(1992)-  29 27 22.52186(N)    089 39 56.52126(W) AD(       ) B
 AT0723  ELLIP H (12/29/04)  -25.260  (m)                       GP(       ) 4 1
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 53 19.29229(N)    092 10 02.85534(W)     ADJUSTED  
 AV0573* NAVD 88     -         0.91   (meters)       3.0    (feet)  GPS OBS(2006.81)
 AV0573  **This station is located in a suspected subsidence area (see below).
 AV0573  ___________________________________________________________________
 AV0573  EPOCH DATE  -        2002.00
 AV0573  X           -    -209,312.352 (meters)                     COMP
 AV0573  Y           -  -5,530,433.814 (meters)                     COMP
 AV0573  Z           -   3,159,669.420 (meters)                     COMP
 AV0573  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AV0573  ELLIP HEIGHT-         -25.619 (meters)          (03/12/08) ADJUSTED
 AV0573  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AV0573
 AV0573  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0573  Type    PID    Designation                      North   East  Ellip
 AV0573  -------------------------------------------------------------------
 AV0573  NETWORK AV0573 D 380                             1.10   0.86   2.47
 AV0573  -------------------------------------------------------------------
 AV0573  ELLP ORDER  -  THIRD     CLASS I
 AV0573
 AV0573.The horizontal coordinates were established by GPS observations
 AV0573.and adjusted by the National Geodetic Survey in February 2007.
 AV0573
 AV0573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0573.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0573.high-resolution geoid model.
 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 by GPS observations using
 AV0573 ** precise GPS observation and processing techniques and a new
 AV0573 ** realization of GEOID03. It supersedes any height that may have been
 AV0573 ** previously determined for this station.
 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
 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     -   154,221.925   919,435.116   MT  0.99992765   -0 25 01.5
 AV0573;SPC LA S     -   505,976.43  3,016,513.38   sFT  0.99992765   -0 25 01.5
 AV0573;UTM  15      - 3,306,742.711   580,387.466   MT  0.99967973   +0 24 53.6
 AV0573
 AV0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0573!SPC LA S     -   1.00000402  x   0.99992765  =   0.99993167
 AV0573!UTM  15      -   1.00000402  x   0.99967973  =   0.99968375
 AV0573
 AV0573                          SUPERSEDED SURVEY CONTROL
 AV0573
 AV0573  ELLIP H (02/10/07)  -25.628  (m)                       GP(       )    
 AV0573  NAD 83(1992)-  29 53 19.29214(N)    092 10 02.85488(W) AD(2004.65) B
 AV0573  ELLIP H (06/22/05)  -25.627  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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 5 CENTIMETERS
 AV0573_MAGNETIC: I = MARKER IS A STEEL ROD
 AV0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0573+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 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  HISTORY     - 20060426 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.
 AV0573
 AV0573                          STATION RECOVERY (2006)
 AV0573
 AV0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9346 ***********************************************************************
 DJ9346  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9346  DESIGNATION -  D 393
 DJ9346  PID         -  DJ9346
 DJ9346  STATE/COUNTY-  LA/ST TAMMANY
 DJ9346  USGS QUAD   -  COVINGTON (1994)
 DJ9346
 DJ9346                         *CURRENT SURVEY CONTROL
 DJ9346  ___________________________________________________________________
 DJ9346* NAD 83(2007)-  30 22 53.87161(N)    090 02 28.06655(W)     ADJUSTED  
 DJ9346* NAVD 88     -         7.58   (meters)      24.9    (feet)  GPS OBS(2006.81)
 DJ9346  **This station is located in a suspected subsidence area (see below).
 DJ9346  ___________________________________________________________________
 DJ9346  EPOCH DATE  -        2002.00
 DJ9346  X           -      -3,953.158 (meters)                     COMP
 DJ9346  Y           -  -5,506,963.816 (meters)                     COMP
 DJ9346  Z           -   3,206,931.342 (meters)                     COMP
 DJ9346  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DJ9346  ELLIP HEIGHT-         -19.199 (meters)          (03/12/08) ADJUSTED
 DJ9346  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DJ9346  HORZ ORDER  -  A
 DJ9346  ELLP ORDER  -  THIRD     CLASS I
 DJ9346
 DJ9346.The horizontal coordinates were established by GPS observations
 DJ9346.and adjusted by the National Geodetic Survey in March 2008.
 DJ9346
 DJ9346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9346.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9346.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9346.The epoch date for horizontal control is a decimal equivalence
 DJ9346.of Year/Month/Day.
 DJ9346
 DJ9346.The orthometric height was determined by GPS observations and a
 DJ9346.high-resolution geoid model.
 DJ9346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9346 ** and geoid heights are valid at the date of observation. These heights
 DJ9346 ** must always be validated when used as control.
 DJ9346 ** The orthometric height was determined by GPS observations using
 DJ9346 ** precise GPS observation and processing techniques and a new
 DJ9346 ** realization of GEOID03. It supersedes any height that may have been
 DJ9346 ** previously determined for this station.
 DJ9346 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9346 ** epoch indicated which incorporates improved geoid heights for the
 DJ9346 ** Southern Louisiana Subsidence area.
 DJ9346 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9346
 DJ9346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9346
 DJ9346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9346
 DJ9346.The ellipsoidal height was determined by GPS observations
 DJ9346.and is referenced to NAD 83.
 DJ9346
 DJ9346.The geoid height was determined by GEOID03.
 DJ9346
 DJ9346;                    North         East     Units Scale Factor Converg.
 DJ9346;SPC LA S     -   209,269.791 1,124,190.994   MT  0.99994775   +0 38 46.0
 DJ9346;SPC LA S     -   686,579.31  3,688,283.29   sFT  0.99994775   +0 38 46.0
 DJ9346;UTM  15      - 3,364,789.711   784,340.143   MT  1.00059754   +1 29 50.9
 DJ9346;UTM  16      - 3,364,999.333   207,751.350   MT  1.00065381   -1 32 21.0
 DJ9346
 DJ9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9346!SPC LA S     -   1.00000302  x   0.99994775  =   0.99995076
 DJ9346!UTM  15      -   1.00000302  x   1.00059754  =   1.00060056
 DJ9346!UTM  16      -   1.00000302  x   1.00065381  =   1.00065683
 DJ9346
 DJ9346                          SUPERSEDED SURVEY CONTROL
 DJ9346
 DJ9346.No superseded survey control is available for this station.
 DJ9346
 DJ9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8434064790(NAD 83)
 DJ9346_MARKER: F = FLANGE-ENCASED ROD
 DJ9346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9346_STAMPING: D 393 2006
 DJ9346_MARK LOGO: NGS   
 DJ9346_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9346_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9346+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DJ9346_ROD/PIPE-DEPTH: 25.6 meters
 DJ9346_SLEEVE-DEPTH  :  0.9 meters
 DJ9346
 DJ9346  HISTORY     - Date     Condition        Report By
 DJ9346  HISTORY     - 20060712 MONUMENTED       NGS
 DJ9346
 DJ9346                          STATION DESCRIPTION
 DJ9346
 DJ9346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9346'TO REACH FROM I-12 EXIT 65, JUNCTION OF STATE HIGHWAY 59 SOUTHEAST OF
 DJ9346'COVINGTON, GO 2.2 MI (3.5 KM) SOUTH ALONG LA-59 TO THE JUNCTION OF
 DJ9346'VIOLA STREET, THENCE LEFT (EAST) 0.5 MILE (0.8 KM) ALONG VIOLA STREET
 DJ9346'TO THE ENTRANCE FOR LAKE HARBOR MIDDLE SCHOOL, THENCE RIGHT (SOUTH)
 DJ9346'0.1 MILE (0.15 KM) ALONG A CONCRETE DRIVE TO THE MARK AT THE SOUTHERN
 DJ9346'ONE OF TWO SIGNS FOR LAKE HARBOR MIDDLE SCHOOL AT A ONE WAY EXIT ONLY
 DJ9346'DRIVE.
 DJ9346' 
 DJ9346'MARK IS 38.0 FT (11.52 M) NORTH OF THE CENTERLINE OF THE ONE WAY EXIT
 DJ9346'DRIVE LEADING EAST, 23.0 FT (7.0 M) WEST OF THE CENTERLINE OF THE
 DJ9346'NORTH-SOUTH CONCRETE DRIVE, 10.0 FT (3.05 M) SOUTH OF SOUTH EDGE OF AN
 DJ9346'EAST-WEST SIDEWALK, 4.6 FT (1.4 M) WEST OF THE CONCRETE CURB, AND 2.9
 DJ9346'FT (0.88 M) EAST OF THE CENTER OF THE EAST ONE OF TWO CONCRETE PILLARS
 DJ9346'SUPPORTING A SIGN--LAKE HARBOR MIDDLE SCHOOL.
 DJ9346' 
 DJ9346'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9346'SLEEVE DEPTH DOES MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9347 ***********************************************************************
 DJ9347  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9347  DESIGNATION -  D 394
 DJ9347  PID         -  DJ9347
 DJ9347  STATE/COUNTY-  LA/ST MARTIN
 DJ9347  USGS QUAD   -  CATAHOULA (1994)
 DJ9347
 DJ9347                         *CURRENT SURVEY CONTROL
 DJ9347  ___________________________________________________________________
 DJ9347* NAD 83(2007)-  30 12 57.81831(N)    091 41 34.65055(W)     ADJUSTED  
 DJ9347* NAVD 88     -         9.49   (meters)      31.1    (feet)  GPS OBS(2006.81)
 DJ9347  **This station is located in a suspected subsidence area (see below).
 DJ9347  ___________________________________________________________________
 DJ9347  EPOCH DATE  -        2002.00
 DJ9347  X           -    -162,968.090 (meters)                     COMP
 DJ9347  Y           -  -5,513,818.738 (meters)                     COMP
 DJ9347  Z           -   3,191,084.548 (meters)                     COMP
 DJ9347  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DJ9347  ELLIP HEIGHT-         -17.772 (meters)          (03/12/08) ADJUSTED
 DJ9347  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DJ9347  HORZ ORDER  -  A
 DJ9347  ELLP ORDER  -  THIRD     CLASS I
 DJ9347
 DJ9347.The horizontal coordinates were established by GPS observations
 DJ9347.and adjusted by the National Geodetic Survey in March 2008.
 DJ9347
 DJ9347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9347.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9347.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9347.The epoch date for horizontal control is a decimal equivalence
 DJ9347.of Year/Month/Day.
 DJ9347
 DJ9347.The orthometric height was determined by GPS observations and a
 DJ9347.high-resolution geoid model.
 DJ9347 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9347 ** and geoid heights are valid at the date of observation. These heights
 DJ9347 ** must always be validated when used as control.
 DJ9347 ** The orthometric height was determined by GPS observations using
 DJ9347 ** precise GPS observation and processing techniques and a new
 DJ9347 ** realization of GEOID03. It supersedes any height that may have been
 DJ9347 ** previously determined for this station.
 DJ9347 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9347 ** epoch indicated which incorporates improved geoid heights for the
 DJ9347 ** Southern Louisiana Subsidence area.
 DJ9347 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9347
 DJ9347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9347
 DJ9347.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9347
 DJ9347.The ellipsoidal height was determined by GPS observations
 DJ9347.and is referenced to NAD 83.
 DJ9347
 DJ9347.The geoid height was determined by GEOID03.
 DJ9347
 DJ9347;                    North         East     Units Scale Factor Converg.
 DJ9347;SPC LA S     -   190,270.261   965,378.903   MT  0.99993277   -0 10 47.3
 DJ9347;SPC LA S     -   624,245.01  3,167,247.28   sFT  0.99993277   -0 10 47.3
 DJ9347;UTM  15      - 3,343,449.176   625,792.582   MT  0.99979522   +0 39 28.3
 DJ9347
 DJ9347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9347!SPC LA S     -   1.00000279  x   0.99993277  =   0.99993556
 DJ9347!UTM  15      -   1.00000279  x   0.99979522  =   0.99979801
 DJ9347
 DJ9347                          SUPERSEDED SURVEY CONTROL
 DJ9347
 DJ9347.No superseded survey control is available for this station.
 DJ9347
 DJ9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP2579343449(NAD 83)
 DJ9347_MARKER: F = FLANGE-ENCASED ROD
 DJ9347_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9347_STAMPING: D 394 2006
 DJ9347_MARK LOGO: NGS   
 DJ9347_PROJECTION: FLUSH
 DJ9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9347+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 DJ9347_ROD/PIPE-DEPTH: 6    meters
 DJ9347_SLEEVE-DEPTH  : 1 meters
 DJ9347
 DJ9347  HISTORY     - Date     Condition        Report By
 DJ9347  HISTORY     - 20060902 MONUMENTED       NGS
 DJ9347
 DJ9347                          STATION DESCRIPTION
 DJ9347
 DJ9347'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9347'THE STATION IS LOCATED APPROXIMATELY 10 CROW-FLIES MILES (16
 DJ9347'KILOMETERS) NORTHEAST OF SAINT MARTINVILLE.
 DJ9347' 
 DJ9347'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 31 AND 96
 DJ9347'IN SAINT MARTINVILLE, GO EAST THEN NORTHEAST ON LA-96 12.1 MI (19.5
 DJ9347'KM) TO THE JUNCTION WITH LA-352. TURN RIGHT AND GO 0.1 MILE (0.2 KM)
 DJ9347'SOUTH TO A DIRT ROAD. TURN LEFT AND GO TO THE TOP OF THE LEVEE AND THE
 DJ9347'MARK ON THE LEFT ON THE LA-352 SIDE OF THE ROAD THAT RUNS ALONG THE
 DJ9347'LEVEE.
 DJ9347' 
 DJ9347'THE MARK IS 41 METERS (136 FEET) EAST OF LA-352 CENTERLINE, 37.3
 DJ9347'METERS (122.5 FEET) NORTH OF A NO TRESSPASSING / PRIVATE PROPERTY SIGN
 DJ9347'FOR THE ROAD ON TOP OF THE LEVEE, 17.5 METERS (57.5 FEET) NORTH OF THE
 DJ9347'CENTERLINE OF THE DIRT ROAD THAT GOES OVER THE LEVEE FROM LA 352, 3.3
 DJ9347'METERS (11.0 FEET) WEST OF THE CENTERLINE OF THE ROAD ON TOP OF THE
 DJ9347'LEVEE, 0.3 METERS (1.0 FEET) NORTH OF A CARSONITE WITNESS POST, AND
 DJ9347'0.15 METER (0.5 FEET) NORTH OF A BURIED STEEL ANCHOR LOOP.
 DJ9347' 
 DJ9347'THE MARK IS SET WITHIN A 5 INCH (13 CM) PVC PIPE WITH A LOGO CAP.
 DJ9347'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 26 20.52142(N)    090 45 04.70847(W)     ADJUSTED  
 AH6285* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6285  **This station is located in a suspected subsidence area (see below).
 AH6285  ___________________________________________________________________
 AH6285  EPOCH DATE  -        2002.00
 AH6285  X           -     -72,892.765 (meters)                     COMP
 AH6285  Y           -  -5,558,584.383 (meters)                     COMP
 AH6285  Z           -   3,116,359.412 (meters)                     COMP
 AH6285  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6285  ELLIP HEIGHT-         -24.279 (meters)          (02/10/07) ADJUSTED
 AH6285  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 AH6285
 AH6285  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6285  Type    PID    Designation                      North   East  Ellip
 AH6285  -------------------------------------------------------------------
 AH6285  NETWORK AH6285 D 4                               1.51   1.55   4.06
 AH6285  -------------------------------------------------------------------
 AH6285
 AH6285.The horizontal coordinates were established by GPS observations
 AH6285.and adjusted by the National Geodetic Survey in February 2007.
 AH6285
 AH6285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6285.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6285.The horizontal coordinates are valid at the epoch date displayed above.
 AH6285.The epoch date for horizontal control is a decimal equivalence
 AH6285.of Year/Month/Day.
 AH6285
 AH6285.The orthometric height was determined by GPS observations and a
 AH6285.high-resolution geoid model.
 AH6285 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6285 ** and geoid heights are valid at the date of observation. These heights
 AH6285 ** must always be validated when used as control.
 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 more information.
 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
 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     -   104,231.609 1,056,468.875   MT  0.99997348   +0 17 27.7
 AH6285;SPC LA S     -   341,966.54  3,466,098.30   sFT  0.99997348   +0 17 27.7
 AH6285;UTM  15      - 3,258,732.818   718,119.680   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                              225.657 METERS 22006     |
 AH6285|---------------------------------------------------------------------|
 AH6285
 AH6285                          SUPERSEDED SURVEY CONTROL
 AH6285
 AH6285  ELLIP H (02/21/02)  -24.239  (m)                       GP(       ) 5 1
 AH6285  NAD 83(1992)-  29 26 20.52164(N)    090 45 04.70740(W) AD(       ) 1
 AH6285  ELLIP H (12/17/98)  -24.220  (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 = MARCH 13, 2009
 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(2007)-  29 26 42.94635(N)    090 44 54.64379(W)     ADJUSTED  
 AH6284* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6284  **This station is located in a suspected subsidence area (see below).
 AH6284  ___________________________________________________________________
 AH6284  EPOCH DATE  -        2002.00
 AH6284  X           -     -72,617.106 (meters)                     COMP
 AH6284  Y           -  -5,558,249.047 (meters)                     COMP
 AH6284  Z           -   3,116,960.964 (meters)                     COMP
 AH6284  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6284  ELLIP HEIGHT-         -23.735 (meters)          (02/10/07) ADJUSTED
 AH6284  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 AH6284
 AH6284  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6284  Type    PID    Designation                      North   East  Ellip
 AH6284  -------------------------------------------------------------------
 AH6284  NETWORK AH6284 D 4 AZ MK                         1.57   1.65   4.02
 AH6284  -------------------------------------------------------------------
 AH6284
 AH6284.The horizontal coordinates were established by GPS observations
 AH6284.and adjusted by the National Geodetic Survey in February 2007.
 AH6284
 AH6284.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6284.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6284.The horizontal coordinates are valid at the epoch date displayed above.
 AH6284.The epoch date for horizontal control is a decimal equivalence
 AH6284.of Year/Month/Day.
 AH6284
 AH6284.The orthometric height was determined by GPS observations and a
 AH6284.high-resolution geoid model.
 AH6284 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6284 ** and geoid heights are valid at the date of observation. These heights
 AH6284 ** must always be validated when used as control.
 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 more information.
 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
 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     -   104,923.420 1,056,736.595   MT  0.99997243   +0 17 32.7
 AH6284;SPC LA S     -   344,236.25  3,466,976.65   sFT  0.99997243   +0 17 32.7
 AH6284;UTM  15      - 3,259,428.516   718,377.592   MT  1.00018847   +1 06 26.1
 AH6284
 AH6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6284!SPC LA S     -   1.00000373  x   0.99997243  =   0.99997616
 AH6284!UTM  15      -   1.00000373  x   1.00018847  =   1.00019220
 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 (02/21/02)  -23.694  (m)                       GP(       ) 5 1
 AH6284  NAD 83(1992)-  29 26 42.94657(N)    090 44 54.64272(W) AD(       ) 1
 AH6284  ELLIP H (12/17/98)  -23.673  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1314  **This station is located in a suspected subsidence area (see below).
 BK1314  ___________________________________________________________________
 BK1314  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BK1314  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1314  DYNAMIC HT  -          22.8   (meters)      75.    (feet)  COMP
 BK1314  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BK1314
 BK1314  HORZ ORDER  -  SECOND
 BK1314  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 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 scaled from a topographic map.
 BK1314 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1314 ** and geoid heights are valid at the date of observation. These heights
 BK1314 ** must always be validated when used as control.
 BK1314 ** The orthometric height has not been validated since last determined
 BK1314 ** by differential leveling and should not be used for control purposes.
 BK1314 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK1314 ** The geoid height was determined by a new realization of GEOID03 for the
 BK1314 ** epoch indicated which incorporates improved geoid heights for the
 BK1314 ** Southern Louisiana Subsidence area.
 BK1314 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK1314.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 30 18.26935(N)    090 45 14.02572(W)     ADJUSTED  
 AH6271* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6271  **This station is located in a suspected subsidence area (see below).
 AH6271  ___________________________________________________________________
 AH6271  EPOCH DATE  -        2002.00
 AH6271  X           -     -73,096.482 (meters)                     COMP
 AH6271  Y           -  -5,554,981.079 (meters)                     COMP
 AH6271  Z           -   3,122,733.038 (meters)                     COMP
 AH6271  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6271  ELLIP HEIGHT-         -22.883 (meters)          (02/10/07) ADJUSTED
 AH6271  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AH6271
 AH6271  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6271  Type    PID    Designation                      North   East  Ellip
 AH6271  -------------------------------------------------------------------
 AH6271  NETWORK AH6271 D 6                               1.71   1.29   3.76
 AH6271  -------------------------------------------------------------------
 AH6271
 AH6271.The horizontal coordinates were established by GPS observations
 AH6271.and adjusted by the National Geodetic Survey in February 2007.
 AH6271
 AH6271.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6271.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6271.The horizontal coordinates are valid at the epoch date displayed above.
 AH6271.The epoch date for horizontal control is a decimal equivalence
 AH6271.of Year/Month/Day.
 AH6271
 AH6271.The orthometric height was determined by GPS observations and a
 AH6271.high-resolution geoid model.
 AH6271 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6271 ** and geoid heights are valid at the date of observation. These heights
 AH6271 ** must always be validated when used as control.
 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 more information.
 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
 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     -   111,550.241 1,056,180.759   MT  0.99996293   +0 17 23.0
 AH6271;SPC LA S     -   365,977.75  3,465,153.04   sFT  0.99996293   +0 17 23.0
 AH6271;UTM  15      - 3,266,048.201   717,727.309   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 37.4
 AH6271:UTM  15      -  D 6 AZ MK                                022 11 36.5
 AH6271
 AH6271|---------------------------------------------------------------------|
 AH6271| PID    Reference Object                     Distance      Geod. Az  |
 AH6271|                                                           dddmmss.s |
 AH6271| AH6267 D 6 AZ MK                           APPROX. 0.6 KM 0231800.4 |
 AH6271|---------------------------------------------------------------------|
 AH6271
 AH6271                          SUPERSEDED SURVEY CONTROL
 AH6271
 AH6271  ELLIP H (02/21/02)  -22.846  (m)                       GP(       ) 5 1
 AH6271  NAD 83(1992)-  29 30 18.26965(N)    090 45 14.02472(W) AD(       ) 1
 AH6271  ELLIP H (12/17/98)  -22.816  (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 = MARCH 13, 2009
 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(2007)-  29 30 35.02283(N)    090 45 05.77702(W)     ADJUSTED  
 AH6267* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6267  **This station is located in a suspected subsidence area (see below).
 AH6267  ___________________________________________________________________
 AH6267  EPOCH DATE  -        2002.00
 AH6267  X           -     -72,870.995 (meters)                     COMP
 AH6267  Y           -  -5,554,729.503 (meters)                     COMP
 AH6267  Z           -   3,123,181.715 (meters)                     COMP
 AH6267  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6267  ELLIP HEIGHT-         -23.397 (meters)          (02/10/07) ADJUSTED
 AH6267  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 AH6267
 AH6267  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6267  Type    PID    Designation                      North   East  Ellip
 AH6267  -------------------------------------------------------------------
 AH6267  NETWORK AH6267 D 6 AZ MK                         1.72   2.25   4.90
 AH6267  -------------------------------------------------------------------
 AH6267
 AH6267.The horizontal coordinates were established by GPS observations
 AH6267.and adjusted by the National Geodetic Survey in February 2007.
 AH6267
 AH6267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6267.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6267.The horizontal coordinates are valid at the epoch date displayed above.
 AH6267.The epoch date for horizontal control is a decimal equivalence
 AH6267.of Year/Month/Day.
 AH6267
 AH6267.The orthometric height was determined by GPS observations and a
 AH6267.high-resolution geoid model.
 AH6267 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6267 ** and geoid heights are valid at the date of observation. These heights
 AH6267 ** must always be validated when used as control.
 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 more information.
 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
 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     -   112,067.181 1,056,400.297   MT  0.99996223   +0 17 27.1
 AH6267;SPC LA S     -   367,673.74  3,465,873.31   sFT  0.99996223   +0 17 27.1
 AH6267;UTM  15      - 3,266,568.334   717,939.501   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  =   1.00018978
 AH6267
 AH6267:                Primary Azimuth Mark                     Grid Az
 AH6267:SPC LA S     -  D 6                                      203 00 37.4
 AH6267:UTM  15      -  D 6                                      202 11 35.9
 AH6267
 AH6267|---------------------------------------------------------------------|
 AH6267| PID    Reference Object                     Distance      Geod. Az  |
 AH6267|                                                           dddmmss.s |
 AH6267| AH6271 D 6                                 APPROX. 0.6 KM 2031804.5 |
 AH6267|---------------------------------------------------------------------|
 AH6267
 AH6267                          SUPERSEDED SURVEY CONTROL
 AH6267
 AH6267  ELLIP H (02/21/02)  -23.376  (m)                       GP(       ) 5 1
 AH6267  NAD 83(1992)-  29 30 35.02310(N)    090 45 05.77606(W) AD(       ) 1
 AH6267  ELLIP H (12/17/98)  -23.336  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ1243 ***********************************************************************
 BJ1243  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 50 47.84746(N)    090 09 12.60046(W)     ADJUSTED  
 BJ1243* NAVD 88     -        47.16   (meters)     154.7    (feet)  LEVELING(2006.81)
 BJ1243  **This station is located in a suspected subsidence area (see below).
 BJ1243  ___________________________________________________________________
 BJ1243  EPOCH DATE  -        2002.00
 BJ1243  X           -     -14,683.355 (meters)                     COMP
 BJ1243  Y           -  -5,480,726.825 (meters)                     COMP
 BJ1243  Z           -   3,251,316.220 (meters)                     COMP
 BJ1243  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BJ1243  ELLIP HEIGHT-          19.683 (meters)          (03/12/08) ADJUSTED
 BJ1243  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BJ1243  HORZ ORDER  -  A
 BJ1243  VERT ORDER  -  THIRD
 BJ1243  ELLP ORDER  -  THIRD     CLASS I
 BJ1243
 BJ1243.The horizontal coordinates were established by GPS observations
 BJ1243.and adjusted by the National Geodetic Survey in March 2008.
 BJ1243
 BJ1243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1243.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1243.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1243.The epoch date for horizontal control is a decimal equivalence
 BJ1243.of Year/Month/Day.
 BJ1243
 BJ1243.The orthometric height was determined by differential leveling.
 BJ1243.The vertical network tie was performed by a horz. field party for horz.
 BJ1243.obs reductions. Reset procedures were used to establish the elevation.
 BJ1243 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1243 ** and geoid heights are valid at the date of observation. These heights
 BJ1243 ** must always be validated when used as control.
 BJ1243 ** The orthometric height was determined by GPS observations using
 BJ1243 ** precise GPS observation and processing techniques and a new
 BJ1243 ** realization of GEOID03. It supersedes any height that may have been
 BJ1243 ** previously determined for this station.
 BJ1243 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1243 ** epoch indicated which incorporates improved geoid heights for the
 BJ1243 ** Southern Louisiana Subsidence area.
 BJ1243 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1243
 BJ1243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1243
 BJ1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1243
 BJ1243.The ellipsoidal height was determined by GPS observations
 BJ1243.and is referenced to NAD 83.
 BJ1243
 BJ1243.The geoid height was determined by GEOID03.
 BJ1243
 BJ1243;                    North         East     Units Scale Factor Converg.
 BJ1243;SPC LA S     -   260,700.311 1,112,860.938   MT  1.00003447   +0 35 23.8
 BJ1243;SPC LA S     -   855,314.27  3,651,111.26   sFT  1.00003447   +0 35 23.8
 BJ1243;UTM  15      - 3,416,073.373   772,231.581   MT  1.00051429   +1 27 37.5
 BJ1243
 BJ1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1243!SPC LA S     -   0.99999691  x   1.00003447  =   1.00003138
 BJ1243!UTM  15      -   0.99999691  x   1.00051429  =   1.00051120
 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: 15RYQ7223216073(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: FLUSH
 BJ1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - May 15, 2006
 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  HISTORY     - 20060515 GOOD             NGS
 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.
 BJ1243
 BJ1243                          STATION RECOVERY (2006)
 BJ1243
 BJ1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1243'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2707  ___________________________________________________________________
 CQ2707  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CQ2707  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2773  **This station is located in a suspected subsidence area (see below).
 BH2773  ___________________________________________________________________
 BH2773  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BH2773  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2773 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2773 ** and geoid heights are valid at the date of observation. These heights
 BH2773 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2671  **This station is located in a suspected subsidence area (see below).
 BH2671  ___________________________________________________________________
 BH2671  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 BH2671  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2671 ** and geoid heights are valid at the date of observation. These heights
 BH2671 ** must always be validated when used as control.
 BH2671 ** The orthometric height has not been validated since last determined
 BH2671 ** by differential leveling and should not be used for control purposes.
 BH2671 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2671 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2671 ** epoch indicated which incorporates improved geoid heights for the
 BH2671 ** Southern Louisiana Subsidence area.
 BH2671 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2854  **This station is located in a suspected subsidence area (see below).
 BK2854  ___________________________________________________________________
 BK2854  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BK2854  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2854 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2854 ** and geoid heights are valid at the date of observation. These heights
 BK2854 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4149  **This station is located in a suspected subsidence area (see below).
 BJ4149  ___________________________________________________________________
 BJ4149  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ4149  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4149 ** and geoid heights are valid at the date of observation. These heights
 BJ4149 ** must always be validated when used as control.
 BJ4149 ** The orthometric height has not been validated since last determined
 BJ4149 ** by differential leveling and should not be used for control purposes.
 BJ4149 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4149 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4149 ** epoch indicated which incorporates improved geoid heights for the
 BJ4149 ** Southern Louisiana Subsidence area.
 BJ4149 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4152  **This station is located in a suspected subsidence area (see below).
 BJ4152  ___________________________________________________________________
 BJ4152  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 BJ4152  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4152 ** and geoid heights are valid at the date of observation. These heights
 BJ4152 ** must always be validated when used as control.
 BJ4152 ** The orthometric height has not been validated since last determined
 BJ4152 ** by differential leveling and should not be used for control purposes.
 BJ4152 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4152 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4152 ** epoch indicated which incorporates improved geoid heights for the
 BJ4152 ** Southern Louisiana Subsidence area.
 BJ4152 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5266  **This station is located in a suspected subsidence area (see below).
 BJ5266  ___________________________________________________________________
 BJ5266  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5266  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5266 ** and geoid heights are valid at the date of observation. These heights
 BJ5266 ** must always be validated when used as control.
 BJ5266 ** The orthometric height has not been validated since last determined
 BJ5266 ** by differential leveling and should not be used for control purposes.
 BJ5266 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5266 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5266 ** epoch indicated which incorporates improved geoid heights for the
 BJ5266 ** Southern Louisiana Subsidence area.
 BJ5266 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5267  **This station is located in a suspected subsidence area (see below).
 BJ5267  ___________________________________________________________________
 BJ5267  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BJ5267  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5267 ** and geoid heights are valid at the date of observation. These heights
 BJ5267 ** must always be validated when used as control.
 BJ5267 ** The orthometric height has not been validated since last determined
 BJ5267 ** by differential leveling and should not be used for control purposes.
 BJ5267 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5267 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5267 ** epoch indicated which incorporates improved geoid heights for the
 BJ5267 ** Southern Louisiana Subsidence area.
 BJ5267 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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           -  -5,372,112.257 (meters)                     COMP
 CP2877  Z           -   3,423,963.819 (meters)                     COMP
 CP2877  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CP2877  ELLIP HEIGHT-           5.498 (meters)          (01/02/04) ADJUSTED
 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 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)    5.559  (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)    5.549  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0999  **This station is located in a suspected subsidence area (see below).
 AV0999  ___________________________________________________________________
 AV0999  X           -    -213,018.240 (meters)                     COMP
 AV0999  Y           -  -5,535,990.333 (meters)                     COMP
 AV0999  Z           -   3,149,743.613 (meters)                     COMP
 AV0999  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0999  ELLIP HEIGHT-         -25.007 (meters)          (01/21/93) ADJUSTED
 AV0999  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0999 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0999 ** and geoid heights are valid at the date of observation. These heights
 AV0999 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 - January 23, 2007
 AV0999
 AV0999  HISTORY     - Date     Condition        Report By
 AV0999  HISTORY     - UNK      MONUMENTED
 AV0999  HISTORY     - 19910201 GOOD             NOS
 AV0999  HISTORY     - 20070123 GOOD             AME
 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.
 AV0999
 AV0999                          STATION RECOVERY (2007)
 AV0999
 AV0999'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2007 (WN)
 AV0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1293  **This station is located in a suspected subsidence area (see below).
 AT1293  ___________________________________________________________________
 AT1293  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AT1293  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1293 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1293 ** and geoid heights are valid at the date of observation. These heights
 AT1293 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2768  **This station is located in a suspected subsidence area (see below).
 BH2768  ___________________________________________________________________
 BH2768  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 BH2768  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BH2768 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2768 ** and geoid heights are valid at the date of observation. These heights
 BH2768 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2767  **This station is located in a suspected subsidence area (see below).
 BH2767  ___________________________________________________________________
 BH2767  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 BH2767  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2767 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2767 ** and geoid heights are valid at the date of observation. These heights
 BH2767 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 30 33.16161(N)    090 40 31.25475(W)     ADJUSTED  
 AH6158* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6158  **This station is located in a suspected subsidence area (see below).
 AH6158  ___________________________________________________________________
 AH6158  EPOCH DATE  -        2002.00
 AH6158  X           -     -65,478.357 (meters)                     COMP
 AH6158  Y           -  -5,554,849.876 (meters)                     COMP
 AH6158  Z           -   3,123,131.888 (meters)                     COMP
 AH6158  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6158  ELLIP HEIGHT-         -23.304 (meters)          (02/10/07) ADJUSTED
 AH6158  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AH6158
 AH6158  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6158  Type    PID    Designation                      North   East  Ellip
 AH6158  -------------------------------------------------------------------
 AH6158  NETWORK AH6158 DAVID                             1.23   1.06   2.80
 AH6158  -------------------------------------------------------------------
 AH6158
 AH6158.The horizontal coordinates were established by GPS observations
 AH6158.and adjusted by the National Geodetic Survey in February 2007.
 AH6158
 AH6158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6158.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6158.The horizontal coordinates are valid at the epoch date displayed above.
 AH6158.The epoch date for horizontal control is a decimal equivalence
 AH6158.of Year/Month/Day.
 AH6158
 AH6158.The orthometric height was determined by GPS observations and a
 AH6158.high-resolution geoid model.
 AH6158 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6158 ** and geoid heights are valid at the date of observation. These heights
 AH6158 ** must always be validated when used as control.
 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 more information.
 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
 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     -   112,049.871 1,063,793.811   MT  0.99996231   +0 19 44.4
 AH6158;SPC LA S     -   367,616.95  3,490,130.19   sFT  0.99996231   +0 19 44.4
 AH6158;UTM  15      - 3,266,656.443   725,334.314   MT  1.00022656   +1 08 43.9
 AH6158
 AH6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6158!SPC LA S     -   1.00000366  x   0.99996231  =   0.99996597
 AH6158!UTM  15      -   1.00000366  x   1.00022656  =   1.00023022
 AH6158
 AH6158                          SUPERSEDED SURVEY CONTROL
 AH6158
 AH6158  ELLIP H (02/21/02)  -23.271  (m)                       GP(       ) 5 1
 AH6158  NAD 83(1992)-  29 30 33.16191(N)    090 40 31.25376(W) AD(       ) 1
 AH6158  ELLIP H (12/17/98)  -23.238  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3157  **This station is located in a suspected subsidence area (see below).
 BK3157  ___________________________________________________________________
 BK3157  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BK3157  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3135  **This station is located in a suspected subsidence area (see below).
 BK3135  ___________________________________________________________________
 BK3135  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK3135  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3135 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3135 ** and geoid heights are valid at the date of observation. These heights
 BK3135 ** must always be validated when used as control.
 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 more information.
 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 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 0962101.0 |
 BK3135| CV8354 DAVIES RM 4                          25.871 METERS 13644     |
 BK3135| CV8353 DAVIES RM 2                                        1773455.9 |
 BK3135| BK1646 DAVIES 2                              4.194 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 = MARCH 13, 2009
 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(2007)-  30 08 23.42719(N)    093 13 56.52404(W)     ADJUSTED  
 BK1646* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK1646  **This station is located in a suspected subsidence area (see below).
 BK1646  ___________________________________________________________________
 BK1646  EPOCH DATE  -        2002.00
 BK1646  X           -    -311,274.631 (meters)                     COMP
 BK1646  Y           -  -5,511,686.443 (meters)                     COMP
 BK1646  Z           -   3,183,777.543 (meters)                     COMP
 BK1646  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 BK1646  ELLIP HEIGHT-         -23.365 (meters)          (02/10/07) ADJUSTED
 BK1646  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK1646  DYNAMIC HT  -           4.1   (meters)      13.    (feet)  COMP
 BK1646
 BK1646  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1646  Type    PID    Designation                      North   East  Ellip
 BK1646  -------------------------------------------------------------------
 BK1646  NETWORK BK1646 DAVIES 2                          1.65   1.31   3.43
 BK1646  -------------------------------------------------------------------
 BK1646  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 BK1646
 BK1646  VERT ORDER  -  THIRD (See Below)
 BK1646
 BK1646.This mark is at Lake Charles Regional Airport (LCH)
 BK1646
 BK1646.The horizontal coordinates were established by GPS observations
 BK1646.and adjusted by the National Geodetic Survey in February 2007.
 BK1646
 BK1646.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1646.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1646.The horizontal coordinates are valid at the epoch date displayed above.
 BK1646.The epoch date for horizontal control is a decimal equivalence
 BK1646.of Year/Month/Day.
 BK1646
 BK1646.The orthometric height was scaled from a topographic map.
 BK1646 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1646 ** and geoid heights are valid at the date of observation. These heights
 BK1646 ** must always be validated when used as control.
 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 more information.
 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 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     -   183,283.176   817,048.098   MT  0.99992867   -0 56 58.3
 BK1646;SPC LA S     -   601,321.55  2,680,598.63   sFT  0.99992867   -0 56 58.3
 BK1646;UTM  15      - 3,334,303.807   477,620.122   MT  0.99960618   -0 07 00.0
 BK1646
 BK1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK1646!SPC LA S     -   1.00000367  x   0.99992867  =   0.99993234
 BK1646!UTM  15      -   1.00000367  x   0.99960618  =   0.99960985
 BK1646
 BK1646|---------------------------------------------------------------------|
 BK1646| PID    Reference Object                     Distance      Geod. Az  |
 BK1646|                                                           dddmmss.s |
 BK1646| BK3135 DAVIES                                4.194 METERS 09621     |
 BK1646| BK1641 PORT                                APPROX. 1.7 KM 0962100.9 |
 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 (02/20/02)  -23.331  (m)                       GP(       ) 4 1
 BK1646  NAD 83(1992)-  30 08 23.42481(N)    093 13 56.51822(W) AD(       ) 1
 BK1646  ELLIP H (01/21/93)  -23.190  (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  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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0337  **This station is located in a suspected 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 was scaled from a topographic map.
 AU0337 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0337 ** and geoid heights are valid at the date of observation. These heights
 AU0337 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5035  **This station is located in a suspected subsidence area (see below).
 BJ5035  ___________________________________________________________________
 BJ5035  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 BJ5035  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5035 ** and geoid heights are valid at the date of observation. These heights
 BJ5035 ** must always be validated when used as control.
 BJ5035 ** The orthometric height has not been validated since last determined
 BJ5035 ** by differential leveling and should not be used for control purposes.
 BJ5035 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5035 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5035 ** epoch indicated which incorporates improved geoid heights for the
 BJ5035 ** Southern Louisiana Subsidence area.
 BJ5035 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2436  **This station is located in a suspected subsidence area (see below).
 AU2436  ___________________________________________________________________
 AU2436  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AU2436  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2436 ** and geoid heights are valid at the date of observation. These heights
 AU2436 ** must always be validated when used as control.
 AU2436 ** The orthometric height has not been validated since last determined
 AU2436 ** by differential leveling and should not be used for control purposes.
 AU2436 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2436 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2436 ** epoch indicated which incorporates improved geoid heights for the
 AU2436 ** Southern Louisiana Subsidence area.
 AU2436 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3063  ___________________________________________________________________
 BK3063  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 BK3063  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK1265+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 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  HISTORY     - 20080520 GOOD             INDIV
 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.
 BK1265
 BK1265                          STATION RECOVERY (2008)
 BK1265
 BK1265'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 BK1265'OK FOR GPS, NEARBY CHURCH OBSTRUCTS SOME VIEW
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3064  ___________________________________________________________________
 BK3064  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BK3064  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1143  **This station is located in a suspected subsidence area (see below).
 AT1143  ___________________________________________________________________
 AT1143  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AT1143  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1143 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1143 ** and geoid heights are valid at the date of observation. These heights
 AT1143 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 42 17.36174(N)    090 59 36.35010(W)     ADJUSTED  
 AU3256* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3256  **This station is located in a suspected subsidence area (see below).
 AU3256  ___________________________________________________________________
 AU3256  EPOCH DATE  -        2002.00
 AU3256  X           -     -96,129.625 (meters)                     COMP
 AU3256  Y           -  -5,543,688.632 (meters)                     COMP
 AU3256  Z           -   3,141,982.626 (meters)                     COMP
 AU3256  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3256  ELLIP HEIGHT-         -25.029 (meters)          (02/10/07) ADJUSTED
 AU3256  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU3256
 AU3256  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3256  Type    PID    Designation                      North   East  Ellip
 AU3256  -------------------------------------------------------------------
 AU3256  NETWORK AU3256 DEADWOOD RD                       2.14   2.12   4.57
 AU3256  -------------------------------------------------------------------
 AU3256  VERT ORDER  -  THIRD ? (See Below)
 AU3256
 AU3256.The horizontal coordinates were established by GPS observations
 AU3256.and adjusted by the National Geodetic Survey in February 2007.
 AU3256
 AU3256.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3256.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3256.The horizontal coordinates are valid at the epoch date displayed above.
 AU3256.The epoch date for horizontal control is a decimal equivalence
 AU3256.of Year/Month/Day.
 AU3256
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3256 ** and geoid heights are valid at the date of observation. These heights
 AU3256 ** must always be validated when used as control.
 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 more information.
 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 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     -   133,597.087 1,032,890.520   MT  0.99993901   +0 10 11.8
 AU3256;SPC LA S     -   438,309.78  3,388,741.65   sFT  0.99993901   +0 10 11.8
 AU3256;UTM  15      - 3,287,762.874   694,119.486   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 (07/18/02)  -25.002  (m)                       GP(       ) 4 2
 AU3256  NAD 83(1992)-  29 42 17.36085(N)    090 59 36.34883(W) AD(       ) 1
 AU3256  ELLIP H (01/21/93)  -25.016  (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: 15RXN9411987763(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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3095  **This station is located in a suspected subsidence area (see below).
 AU3095  ___________________________________________________________________
 AU3095  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3095  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3095 ** and geoid heights are valid at the date of observation. These heights
 AU3095 ** must always be validated when used as control.
 AU3095 ** The orthometric height has not been validated since last determined
 AU3095 ** by differential leveling and should not be used for control purposes.
 AU3095 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3095 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3095 ** epoch indicated which incorporates improved geoid heights for the
 AU3095 ** Southern Louisiana Subsidence area.
 AU3095 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0872  **This station is located in a suspected subsidence area (see below).
 AV0872  ___________________________________________________________________
 AV0872  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0872  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0872 ** and geoid heights are valid at the date of observation. These heights
 AV0872 ** must always be validated when used as control.
 AV0872 ** The orthometric height has not been validated since last determined
 AV0872 ** by differential leveling and should not be used for control purposes.
 AV0872 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0872 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0872 ** epoch indicated which incorporates improved geoid heights for the
 AV0872 ** Southern Louisiana Subsidence area.
 AV0872 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 39 41.74606(N)    090 45 10.20008(W)     ADJUSTED  
 AH6431* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6431  **This station is located in a suspected subsidence area (see below).
 AH6431  ___________________________________________________________________
 AH6431  EPOCH DATE  -        2002.00
 AH6431  X           -     -72,880.917 (meters)                     COMP
 AH6431  Y           -  -5,546,418.234 (meters)                     COMP
 AH6431  Z           -   3,137,821.136 (meters)                     COMP
 AH6431  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6431  ELLIP HEIGHT-         -22.457 (meters)          (02/10/07) ADJUSTED
 AH6431  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AH6431
 AH6431  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6431  Type    PID    Designation                      North   East  Ellip
 AH6431  -------------------------------------------------------------------
 AH6431  NETWORK AH6431 DEEP                              1.14   1.10   2.63
 AH6431  -------------------------------------------------------------------
 AH6431
 AH6431.The horizontal coordinates were established by GPS observations
 AH6431.and adjusted by the National Geodetic Survey in February 2007.
 AH6431
 AH6431.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6431.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6431.The horizontal coordinates are valid at the epoch date displayed above.
 AH6431.The epoch date for horizontal control is a decimal equivalence
 AH6431.of Year/Month/Day.
 AH6431
 AH6431.The orthometric height was determined by GPS observations and a
 AH6431.high-resolution geoid model.
 AH6431 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6431 ** and geoid heights are valid at the date of observation. These heights
 AH6431 ** must always be validated when used as control.
 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 more information.
 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
 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     -   128,899.390 1,056,195.905   MT  0.99994316   +0 17 24.9
 AH6431;SPC LA S     -   422,897.42  3,465,202.73   sFT  0.99994316   +0 17 24.9
 AH6431;UTM  15      - 3,283,399.814   717,494.237   MT  1.00018369   +1 06 45.0
 AH6431
 AH6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6431!SPC LA S     -   1.00000353  x   0.99994316  =   0.99994669
 AH6431!UTM  15      -   1.00000353  x   1.00018369  =   1.00018722
 AH6431
 AH6431                          SUPERSEDED SURVEY CONTROL
 AH6431
 AH6431  ELLIP H (02/21/02)  -22.436  (m)                       GP(       ) 5 1
 AH6431  NAD 83(1992)-  29 39 41.74603(N)    090 45 10.19915(W) AD(       ) 1
 AH6431  ELLIP H (12/17/98)  -22.418  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3032  **This station is located in a suspected subsidence area (see below).
 AU3032  ___________________________________________________________________
 AU3032  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3032  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3032 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3032 ** and geoid heights are valid at the date of observation. These heights
 AU3032 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AV0869* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AV0869  **This station is located in a suspected subsidence area (see below).
 AV0869  ___________________________________________________________________
 AV0869  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AV0869  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0869 ** and geoid heights are valid at the date of observation. These heights
 AV0869 ** must always be validated when used as control.
 AV0869 ** The orthometric height has not been validated since last determined
 AV0869 ** by differential leveling and should not be used for control purposes.
 AV0869 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0869 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0869 ** epoch indicated which incorporates improved geoid heights for the
 AV0869 ** Southern Louisiana Subsidence area.
 AV0869 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 - October 16, 2007
 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  HISTORY     - 20071016 GOOD             JCLS
 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.
 AV0869
 AV0869                          STATION RECOVERY (2007)
 AV0869
 AV0869'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (JA)
 AV0869'MONUMENT FOUND IN GOOD CONDITION. GPS OBSERVATIONS IN FEBRUARY 2002
 AV0869'RESULTED IN ELEVATION OF 2.78 FEET USING GEOID99.  RECENT GPS
 AV0869'OBSERVATIONS USING GEOID03-2004.65 TIED TO HEIGHT MODERNIZATION
 AV0869'(NAVD88-2006.81) INDICATE THAT MONUMENT HAS SUBSIDED APPROXIMATELY 0.3
 AV0869'FEET.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0738  **This station is located in a suspected subsidence area (see below).
 AV0738  ___________________________________________________________________
 AV0738  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AV0738  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2448  **This station is located in a suspected subsidence area (see below).
 AU2448  ___________________________________________________________________
 AU2448  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU2448  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2448 ** and geoid heights are valid at the date of observation. These heights
 AU2448 ** must always be validated when used as control.
 AU2448 ** The orthometric height has not been validated since last determined
 AU2448 ** by differential leveling and should not be used for control purposes.
 AU2448 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2448 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2448 ** epoch indicated which incorporates improved geoid heights for the
 AU2448 ** Southern Louisiana Subsidence area.
 AU2448 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0833  **This station is located in a suspected subsidence area (see below).
 AV0833  ___________________________________________________________________
 AV0833  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AV0833  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0833 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0833 ** and geoid heights are valid at the date of observation. These heights
 AV0833 ** must always be validated when used as control.
 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 more information.
 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
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0833+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2007
 AV0833
 AV0833  HISTORY     - Date     Condition        Report By
 AV0833  HISTORY     - 1933     MONUMENTED       CGS
 AV0833  HISTORY     - 1963     GOOD             CGS
 AV0833  HISTORY     - 1968     GOOD             CGS
 AV0833  HISTORY     - 20070424 GOOD             CCTI
 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.
 AV0833
 AV0833                          STATION RECOVERY (2007)
 AV0833
 AV0833'RECOVERY NOTE BY C AND C TECHNOLOGIES INCORPORATED 2007 (KC)
 AV0833'DESCRIPTION IS ADEQUATE, AND CONTACT THE SABINE NATIONAL REFUGE
 AV0833'MANAGER AT (337) 558-5574 AS THIS REFUGE HAS BEEN CLOSED SINCE
 AV0833'HURRICANE RITA.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1317  **This station is located in a suspected subsidence area (see below).
 AT1317  ___________________________________________________________________
 AT1317  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AT1317  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1317 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1317 ** and geoid heights are valid at the date of observation. These heights
 AT1317 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  29 28 27.69903(N)    091 15 46.48857(W)     ADJUSTED  
 AU3257* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3257  **This station is located in a suspected subsidence area (see below).
 AU3257  ___________________________________________________________________
 AU3257  EPOCH DATE  -        2002.00
 AU3257  X           -    -122,480.477 (meters)                     COMP
 AU3257  Y           -  -5,555,786.613 (meters)                     COMP
 AU3257  Z           -   3,119,768.891 (meters)                     COMP
 AU3257  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AU3257  ELLIP HEIGHT-         -24.444 (meters)          (02/10/07) ADJUSTED
 AU3257  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU3257
 AU3257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3257  Type    PID    Designation                      North   East  Ellip
 AU3257  -------------------------------------------------------------------
 AU3257  NETWORK AU3257 DEER ISLAND                       4.74   5.00   8.27
 AU3257  -------------------------------------------------------------------
 AU3257
 AU3257.The horizontal coordinates were established by GPS observations
 AU3257.and adjusted by the National Geodetic Survey in February 2007.
 AU3257
 AU3257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3257.The horizontal coordinates are valid at the epoch date displayed above.
 AU3257.The epoch date for horizontal control is a decimal equivalence
 AU3257.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3257 ** and geoid heights are valid at the date of observation. These heights
 AU3257 ** must always be validated when used as control.
 AU3257 ** The orthometric height has not been validated since last determined
 AU3257 ** by differential leveling and should not be used for control purposes.
 AU3257 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3257 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3257 ** epoch indicated which incorporates improved geoid heights for the
 AU3257 ** Southern Louisiana Subsidence area.
 AU3257 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   108,005.957 1,006,829.849   MT  0.99996767   +0 02 06.8
 AU3257;SPC LA S     -   354,349.54  3,303,240.93   sFT  0.99996767   +0 02 06.8
 AU3257;UTM  15      - 3,261,799.090   668,427.253   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 (07/18/02)  -24.450  (m)                       GP(       ) 4 2
 AU3257  NAD 83(1992)-  29 28 27.69754(N)    091 15 46.48508(W) AD(       ) 1
 AU3257  ELLIP H (01/21/93)  -24.415  (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     3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4725  **This station is located in a suspected subsidence area (see below).
 BJ4725  ___________________________________________________________________
 BJ4725  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ4725  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4725 ** and geoid heights are valid at the date of observation. These heights
 BJ4725 ** must always be validated when used as control.
 BJ4725 ** The orthometric height has not been validated since last determined
 BJ4725 ** by differential leveling and should not be used for control purposes.
 BJ4725 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4725 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4725 ** epoch indicated which incorporates improved geoid heights for the
 BJ4725 ** Southern Louisiana Subsidence area.
 BJ4725 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3400* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3400  **This station is located in a suspected subsidence area (see below).
 BJ3400  ___________________________________________________________________
 BJ3400  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ3400  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BJ3400  DYNAMIC HT  -          31.2   (meters)     102.    (feet)  COMP
 BJ3400  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3400
 BJ3400  HORZ ORDER  -  THIRD
 BJ3400  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3400 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3400 ** and geoid heights are valid at the date of observation. These heights
 BJ3400 ** must always be validated when used as control.
 BJ3400 ** The orthometric height has not been validated since last determined
 BJ3400 ** by differential leveling and should not be used for control purposes.
 BJ3400 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3400 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3400 ** epoch indicated which incorporates improved geoid heights for the
 BJ3400 ** Southern Louisiana Subsidence area.
 BJ3400 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3400.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3398* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3398  **This station is located in a suspected subsidence area (see below).
 BJ3398  ___________________________________________________________________
 BJ3398  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BJ3398  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3398  DYNAMIC HT  -          29.9   (meters)      98.    (feet)  COMP
 BJ3398  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 BJ3398
 BJ3398  HORZ ORDER  -  THIRD
 BJ3398  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3398 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3398 ** and geoid heights are valid at the date of observation. These heights
 BJ3398 ** must always be validated when used as control.
 BJ3398 ** The orthometric height has not been validated since last determined
 BJ3398 ** by differential leveling and should not be used for control purposes.
 BJ3398 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3398 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3398 ** epoch indicated which incorporates improved geoid heights for the
 BJ3398 ** Southern Louisiana Subsidence area.
 BJ3398 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3398.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2878  **This station is located in a suspected subsidence area (see below).
 AU2878  ___________________________________________________________________
 AU2878  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AU2878  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2878 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2878 ** and geoid heights are valid at the date of observation. These heights
 AU2878 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1335  **This station is located in a suspected subsidence area (see below).
 AT1335  ___________________________________________________________________
 AT1335  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AT1335  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1335 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1335 ** and geoid heights are valid at the date of observation. These heights
 AT1335 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 AT1338 ***********************************************************************
 AT1338  DESIGNATION -  DELACROIX RM 4
 AT1338  PID         -  AT1338
 AT1338  STATE/COUNTY-  LA/PLAQUEMINES
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1338  **This station is located in a suspected subsidence area (see below).
 AT1338  ___________________________________________________________________
 AT1338  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AT1338  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1338 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1338 ** and geoid heights are valid at the date of observation. These heights
 AT1338 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2634  **This station is located in a suspected subsidence area (see below).
 AU2634  ___________________________________________________________________
 AU2634  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2634  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2637  **This station is located in a suspected subsidence area (see below).
 AU2637  ___________________________________________________________________
 AU2637  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AU2637  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0591  **This station is located in a suspected subsidence area (see below).
 AV0591  ___________________________________________________________________
 AV0591  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV0591  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP2964  ___________________________________________________________________
 CP2964  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CP2964  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP2973  ___________________________________________________________________
 CP2973  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CP2973  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP2961  ___________________________________________________________________
 CP2961  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CP2961  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP2970  ___________________________________________________________________
 CP2970  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CP2970  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4477  **This station is located in a suspected subsidence area (see below).
 BJ4477  ___________________________________________________________________
 BJ4477  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4477  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4477 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4477 ** and geoid heights are valid at the date of observation. These heights
 BJ4477 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2807  **This station is located in a suspected subsidence area (see below).
 BH2807  ___________________________________________________________________
 BH2807  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 BH2807  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2807 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2807 ** and geoid heights are valid at the date of observation. These heights
 BH2807 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1010  **This station is located in a suspected subsidence area (see below).
 AT1010  ___________________________________________________________________
 AT1010  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AT1010  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1010 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1010 ** and geoid heights are valid at the date of observation. These heights
 AT1010 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1036  **This station is located in a suspected subsidence area (see below).
 AT1036  ___________________________________________________________________
 AT1036  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AT1036  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1046  **This station is located in a suspected subsidence area (see below).
 AT1046  ___________________________________________________________________
 AT1046  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AT1046  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5118  **This station is located in a suspected subsidence area (see below).
 BJ5118  ___________________________________________________________________
 BJ5118  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 BJ5118  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5118 ** and geoid heights are valid at the date of observation. These heights
 BJ5118 ** must always be validated when used as control.
 BJ5118 ** The orthometric height has not been validated since last determined
 BJ5118 ** by differential leveling and should not be used for control purposes.
 BJ5118 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5118 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5118 ** epoch indicated which incorporates improved geoid heights for the
 BJ5118 ** Southern Louisiana Subsidence area.
 BJ5118 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3779  **This station is located in a suspected subsidence area (see below).
 BJ3779  ___________________________________________________________________
 BJ3779  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3779  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3779 ** and geoid heights are valid at the date of observation. These heights
 BJ3779 ** must always be validated when used as control.
 BJ3779 ** The orthometric height has not been validated since last determined
 BJ3779 ** by differential leveling and should not be used for control purposes.
 BJ3779 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3779 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3779 ** epoch indicated which incorporates improved geoid heights for the
 BJ3779 ** Southern Louisiana Subsidence area.
 BJ3779 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3777  **This station is located in a suspected subsidence area (see below).
 BJ3777  ___________________________________________________________________
 BJ3777  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3777  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3777 ** and geoid heights are valid at the date of observation. These heights
 BJ3777 ** must always be validated when used as control.
 BJ3777 ** The orthometric height has not been validated since last determined
 BJ3777 ** by differential leveling and should not be used for control purposes.
 BJ3777 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3777 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3777 ** epoch indicated which incorporates improved geoid heights for the
 BJ3777 ** Southern Louisiana Subsidence area.
 BJ3777 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3778  **This station is located in a suspected subsidence area (see below).
 BJ3778  ___________________________________________________________________
 BJ3778  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3778  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3778 ** and geoid heights are valid at the date of observation. These heights
 BJ3778 ** must always be validated when used as control.
 BJ3778 ** The orthometric height has not been validated since last determined
 BJ3778 ** by differential leveling and should not be used for control purposes.
 BJ3778 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3778 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3778 ** epoch indicated which incorporates improved geoid heights for the
 BJ3778 ** Southern Louisiana Subsidence area.
 BJ3778 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3780  **This station is located in a suspected subsidence area (see below).
 BJ3780  ___________________________________________________________________
 BJ3780  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BJ3780  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3780 ** and geoid heights are valid at the date of observation. These heights
 BJ3780 ** must always be validated when used as control.
 BJ3780 ** The orthometric height has not been validated since last determined
 BJ3780 ** by differential leveling and should not be used for control purposes.
 BJ3780 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3780 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3780 ** epoch indicated which incorporates improved geoid heights for the
 BJ3780 ** Southern Louisiana Subsidence area.
 BJ3780 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4536  **This station is located in a suspected subsidence area (see below).
 BJ4536  ___________________________________________________________________
 BJ4536  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ4536  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 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  HISTORY     - 20071007 MARK NOT FOUND   GEOCAC
 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.
 BJ4536
 BJ4536                          STATION RECOVERY (2007)
 BJ4536
 BJ4536'RECOVERY NOTE BY GEOCACHING 2007 (MM)
 BJ4536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4643  **This station is located in a suspected subsidence area (see below).
 BJ4643  ___________________________________________________________________
 BJ4643  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ4643  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4535  **This station is located in a suspected subsidence area (see below).
 BJ4535  ___________________________________________________________________
 BJ4535  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ4535  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4354  **This station is located in a suspected subsidence area (see below).
 BJ4354  ___________________________________________________________________
 BJ4354  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4354  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4354 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4354 ** and geoid heights are valid at the date of observation. These heights
 BJ4354 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2727  **This station is located in a suspected subsidence area (see below).
 AU2727  ___________________________________________________________________
 AU2727  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AU2727  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2727 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2727 ** and geoid heights are valid at the date of observation. These heights
 AU2727 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3188  **This station is located in a suspected subsidence area (see below).
 BK3188  ___________________________________________________________________
 BK3188  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3188  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3190  **This station is located in a suspected subsidence area (see below).
 BK3190  ___________________________________________________________________
 BK3190  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3190  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3189  **This station is located in a suspected subsidence area (see below).
 BK3189  ___________________________________________________________________
 BK3189  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BK3189  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3070  ___________________________________________________________________
 BK3070  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BK3070  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3065  ___________________________________________________________________
 BK3065  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BK3065  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3066  ___________________________________________________________________
 BK3066  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BK3066  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3067* NAVD 88     -              **(meters)            **(feet)            
 BK3067  ___________________________________________________________________
 BK3067  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BK3067  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3060  ___________________________________________________________________
 BK3060  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BK3060  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2885  **This station is located in a suspected subsidence area (see below).
 AU2885  ___________________________________________________________________
 AU2885  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2885  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2883  **This station is located in a suspected subsidence area (see below).
 AU2883  ___________________________________________________________________
 AU2883  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU2883  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5111  **This station is located in a suspected subsidence area (see below).
 BJ5111  ___________________________________________________________________
 BJ5111  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BJ5111  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5111 ** and geoid heights are valid at the date of observation. These heights
 BJ5111 ** must always be validated when used as control.
 BJ5111 ** The orthometric height has not been validated since last determined
 BJ5111 ** by differential leveling and should not be used for control purposes.
 BJ5111 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5111 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5111 ** epoch indicated which incorporates improved geoid heights for the
 BJ5111 ** Southern Louisiana Subsidence area.
 BJ5111 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2656  ___________________________________________________________________
 CQ2656  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CQ2656  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX3002  ___________________________________________________________________
 BX3002  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BX3002  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2956  ___________________________________________________________________
 BX2956  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 BX2956  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DH9596  **This station is located in a suspected subsidence area (see below).
 DH9596  ___________________________________________________________________
 DH9596  EPOCH DATE  -        2002.00
 DH9596  X           -     -36,892.110 (meters)                     COMP
 DH9596  Y           -  -5,530,081.058 (meters)                     COMP
 DH9596  Z           -   3,166,961.046 (meters)                     COMP
 DH9596  ELLIP HEIGHT-         -18.567 (meters)          (05/??/06) ADJUSTED
 DH9596  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DH9597  **This station is located in a suspected subsidence area (see below).
 DH9597  ___________________________________________________________________
 DH9597  EPOCH DATE  -        2002.00
 DH9597  X           -     -36,892.110 (meters)                     COMP
 DH9597  Y           -  -5,530,081.120 (meters)                     COMP
 DH9597  Z           -   3,166,961.082 (meters)                     COMP
 DH9597  ELLIP HEIGHT-         -18.496 (meters)          (05/??/06) ADJUSTED
 DH9597  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 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
 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     -   1.00000290  x   0.99992594  =   0.99992884
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 DH9598  **This station is located in a suspected subsidence area (see below).
 DH9598  ___________________________________________________________________
 DH9598  EPOCH DATE  -        2002.00
 DH9598  X           -     -36,892.110 (meters)                     COMP
 DH9598  Y           -  -5,530,080.989 (meters)                     COMP
 DH9598  Z           -   3,166,961.007 (meters)                     COMP
 DH9598  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH9598  ELLIP HEIGHT-         -18.647 (meters)          (05/??/06) ADJUSTED
 DH9598  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4850  **This station is located in a suspected subsidence area (see below).
 BJ4850  ___________________________________________________________________
 BJ4850  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BJ4850  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4850 ** and geoid heights are valid at the date of observation. These heights
 BJ4850 ** must always be validated when used as control.
 BJ4850 ** The orthometric height has not been validated since last determined
 BJ4850 ** by differential leveling and should not be used for control purposes.
 BJ4850 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4850 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4850 ** epoch indicated which incorporates improved geoid heights for the
 BJ4850 ** Southern Louisiana Subsidence area.
 BJ4850 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2974  **This station is located in a suspected subsidence area (see below).
 AU2974  ___________________________________________________________________
 AU2974  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AU2974  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2974 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2974 ** and geoid heights are valid at the date of observation. These heights
 AU2974 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 CP3110* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 CP3110  ___________________________________________________________________
 CP3110  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CP3110  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 CP3111* NAVD 88     -        30.     (meters)      98.     (feet)  VERTCON   
 CP3111  ___________________________________________________________________
 CP3111  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CP3111  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4299  **This station is located in a suspected subsidence area (see below).
 BJ4299  ___________________________________________________________________
 BJ4299  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 BJ4299  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4299 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4299 ** and geoid heights are valid at the date of observation. These heights
 BJ4299 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 RM 1                           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    3  
 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 = MARCH 13, 2009
 AB2623 ***********************************************************************
 AB2623  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AB2623  DESIGNATION -  DISTRICT 1
 AB2623  PID         -  AB2623
 AB2623  STATE/COUNTY-  LA/ORLEANS
 AB2623  USGS QUAD   -  NEW ORLEANS WEST (1992)
 AB2623
 AB2623                         *CURRENT SURVEY CONTROL
 AB2623  ___________________________________________________________________
 AB2623* NAD 83(2007)-  29 56 24.28043(N)    090 08 04.98628(W)     ADJUSTED  
 AB2623* NAVD 88     -         3.58   (meters)      11.7    (feet)  GPS OBS(2006.81)
 AB2623  **This station is located in a suspected subsidence area (see below).
 AB2623  ___________________________________________________________________
 AB2623  EPOCH DATE  -        2002.00
 AB2623  X           -     -13,006.223 (meters)                     COMP
 AB2623  Y           -  -5,531,540.170 (meters)                     COMP
 AB2623  Z           -   3,164,608.262 (meters)                     COMP
 AB2623  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AB2623  ELLIP HEIGHT-         -22.400 (meters)          (03/12/08) ADJUSTED
 AB2623  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 AB2623  HORZ ORDER  -  A
 AB2623  ELLP ORDER  -  THIRD     CLASS I
 AB2623
 AB2623.The horizontal coordinates were established by GPS observations
 AB2623.and adjusted by the National Geodetic Survey in March 2008.
 AB2623
 AB2623.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB2623.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB2623.The horizontal coordinates are valid at the epoch date displayed above.
 AB2623.The epoch date for horizontal control is a decimal equivalence
 AB2623.of Year/Month/Day.
 AB2623
 AB2623.The orthometric height was determined by GPS observations and a
 AB2623.high-resolution geoid model.
 AB2623 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB2623 ** and geoid heights are valid at the date of observation. These heights
 AB2623 ** must always be validated when used as control.
 AB2623 ** The orthometric height was determined by GPS observations using
 AB2623 ** precise GPS observation and processing techniques and a new
 AB2623 ** realization of GEOID03. It supersedes any height that may have been
 AB2623 ** previously determined for this station.
 AB2623 ** The geoid height was determined by a new realization of GEOID03 for the
 AB2623 ** epoch indicated which incorporates improved geoid heights for the
 AB2623 ** Southern Louisiana Subsidence area.
 AB2623 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AB2623
 AB2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2623
 AB2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2623
 AB2623.The ellipsoidal height was determined by GPS observations
 AB2623.and is referenced to NAD 83.
 AB2623
 AB2623.The geoid height was determined by GEOID03.
 AB2623
 AB2623;                    North         East     Units Scale Factor Converg.
 AB2623;SPC LA S     -   160,229.594 1,115,708.674   MT  0.99992630   +0 35 57.6
 AB2623;SPC LA S     -   525,686.59  3,660,454.21   sFT  0.99992630   +0 35 57.6
 AB2623;UTM  15      - 3,315,598.851   776,573.919   MT  1.00054387   +1 25 51.4
 AB2623
 AB2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2623!SPC LA S     -   1.00000352  x   0.99992630  =   0.99992982
 AB2623!UTM  15      -   1.00000352  x   1.00054387  =   1.00054739
 AB2623
 AB2623                          SUPERSEDED SURVEY CONTROL
 AB2623
 AB2623.No superseded survey control is available for this station.
 AB2623
 AB2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP7657415599(NAD 83)
 AB2623_MARKER: I = METAL ROD
 AB2623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2623_STAMPING: DISTRICT 1
 AB2623_MARK LOGO: USE   
 AB2623_PROJECTION: PROJECTING 3 CENTIMETERS
 AB2623_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2623+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2009
 AB2623
 AB2623  HISTORY     - Date     Condition        Report By
 AB2623  HISTORY     - UNK      MONUMENTED       USE
 AB2623  HISTORY     - 19941108 GOOD             NGS
 AB2623  HISTORY     - 20030510 GOOD             USPSQD
 AB2623  HISTORY     - 20060407 GOOD             NGS
 AB2623  HISTORY     - 20090202 GOOD             JCLS
 AB2623
 AB2623                          STATION DESCRIPTION
 AB2623
 AB2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB2623'IN NEW ORLEANS, AT THE INTERSECTION OF LEAKE AVENUE AND FERN STREET,
 AB2623'36.7 M (120.4 FT) WEST OF THE AVENUE CENTERLINE, 26.2 M (86.0 FT)
 AB2623'NORTHWEST OF THE EXTENDED STREET CENTERLINE, 1.5 M (4.9 FT) WEST OF A
 AB2623'CONCRETE FILLED PIPE PROJECTING 3-FEET ABOVE THE GROUND SURFACE, 1.0 M
 AB2623'(3.3 FT) ABOVE THE LEVEL OF THE AVENUE, 0.6 M (2.0 FT) NORTH OF A
 AB2623'CONCRETE FILLED PIPE PROJECTING 3-FEET ABOVE THE GROUND SURFACE, AND
 AB2623'0.3 M (1.0 FT) SOUTH OF A CONCRETE FILLED PIPE PROJECTING 3-FEET ABOVE
 AB2623'THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB2623'5-INCH LOGO CAP.  THE ROD DEPTH IS UNKNOWN.
 AB2623
 AB2623                          STATION RECOVERY (2003)
 AB2623
 AB2623'RECOVERY NOTE BY US POWER SQUADRON 2003 (SOL)
 AB2623'5-INCH LOGO CAP MISSING
 AB2623
 AB2623                          STATION RECOVERY (2006)
 AB2623
 AB2623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AB2623'RECOVERED AS DESCRIBED.
 AB2623
 AB2623                          STATION RECOVERY (2009)
 AB2623
 AB2623'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 AB2623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AU2196 ***********************************************************************
 AU2196  HT_MOD      -  This is a 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(2007)-  29 55 53.38277(N)    090 08 02.35071(W)     ADJUSTED  
 AU2196* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2196  **This station is located in a suspected subsidence area (see below).
 AU2196  ___________________________________________________________________
 AU2196  EPOCH DATE  -        2002.00
 AU2196  X           -     -12,936.653 (meters)                     COMP
 AU2196  Y           -  -5,532,014.853 (meters)                     COMP
 AU2196  Z           -   3,163,783.646 (meters)                     COMP
 AU2196  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2196  ELLIP HEIGHT-         -22.697 (meters)          (02/10/07) ADJUSTED
 AU2196  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 AU2196
 AU2196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2196  Type    PID    Designation                      North   East  Ellip
 AU2196  -------------------------------------------------------------------
 AU2196  NETWORK AU2196 DISTRICT 1 A                      0.43   0.43   1.12
 AU2196  -------------------------------------------------------------------
 AU2196
 AU2196.The horizontal coordinates were established by GPS observations
 AU2196.and adjusted by the National Geodetic Survey in February 2007.
 AU2196
 AU2196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2196.The horizontal coordinates are valid at the epoch date displayed above.
 AU2196.The epoch date for horizontal control is a decimal equivalence
 AU2196.of Year/Month/Day.
 AU2196
 AU2196.The orthometric height was determined by GPS observations and a
 AU2196.high-resolution geoid model.
 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 has not been validated since last determined
 AU2196 ** by differential leveling and should not be used for control purposes.
 AU2196 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU2196;SPC LA S     -   159,279.054 1,115,789.302   MT  0.99992647   +0 35 58.9
 AU2196;SPC LA S     -   522,568.03  3,660,718.73   sFT  0.99992647   +0 35 58.9
 AU2196;UTM  15      - 3,314,648.994   776,668.390   MT  1.00054452   +1 25 51.4
 AU2196
 AU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2196!SPC LA S     -   1.00000356  x   0.99992647  =   0.99993003
 AU2196!UTM  15      -   1.00000356  x   1.00054452  =   1.00054809
 AU2196
 AU2196                          SUPERSEDED SURVEY CONTROL
 AU2196
 AU2196  NAD 83(1992)-  29 55 53.38291(N)    090 08 02.35063(W) AD(       ) B
 AU2196  ELLIP H (12/29/04)  -22.700  (m)                       GP(       ) 4 1
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0825  **This station is located in a suspected subsidence area (see below).
 AV0825  ___________________________________________________________________
 AV0825  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AV0825  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0825 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0825 ** and geoid heights are valid at the date of observation. These heights
 AV0825 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4420  **This station is located in a suspected subsidence area (see below).
 BJ4420  ___________________________________________________________________
 BJ4420  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ4420  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4420 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4420 ** and geoid heights are valid at the date of observation. These heights
 BJ4420 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2884  **This station is located in a suspected subsidence area (see below).
 BH2884  ___________________________________________________________________
 BH2884  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BH2884  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2884 ** and geoid heights are valid at the date of observation. These heights
 BH2884 ** must always be validated when used as control.
 BH2884 ** The orthometric height has not been validated since last determined
 BH2884 ** by differential leveling and should not be used for control purposes.
 BH2884 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2884 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2884 ** epoch indicated which incorporates improved geoid heights for the
 BH2884 ** Southern Louisiana Subsidence area.
 BH2884 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3044  ___________________________________________________________________
 CQ3044  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CQ3044  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3047  ___________________________________________________________________
 CQ3047  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CQ3047  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3048  ___________________________________________________________________
 CQ3048  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CQ3048  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3050  ___________________________________________________________________
 CQ3050  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CQ3050  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3052  ___________________________________________________________________
 CQ3052  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CQ3052  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2883  **This station is located in a suspected subsidence area (see below).
 BH2883  ___________________________________________________________________
 BH2883  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BH2883  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2708  **This station is located in a suspected subsidence area (see below).
 AU2708  ___________________________________________________________________
 AU2708  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AU2708  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2708 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2708 ** and geoid heights are valid at the date of observation. These heights
 AU2708 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU0723  **This station is located in a suspected subsidence area (see below).
 AU0723  ___________________________________________________________________
 AU0723  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AU0723  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU0723 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0723 ** and geoid heights are valid at the date of observation. These heights
 AU0723 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1353  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ1353 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1353 ** and geoid heights are valid at the date of observation. These heights
 BJ1353 ** must always be validated when used as control.
 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 more information.
 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 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  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 - October 16, 2007
 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  HISTORY     - 20071016 GOOD             GEOCAC
 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.
 BJ1353
 BJ1353                          STATION RECOVERY (2007)
 BJ1353
 BJ1353'RECOVERY NOTE BY GEOCACHING 2007
 BJ1353'MARK AND REFERENCE MARK ALONG THE RETAINING WALL RECOVERED.  MARKS
 BJ1353'THEMSELVES ARE IN GOOD CONDITION.  HOWEVER, MANY SIDEWALK SECTIONS
 BJ1353'NEAR THE MARKS ARE CURRENTLY BEING REPLACED TO REPAIR THE DAMAGE
 BJ1353'CAUSED BY THE FLOOD IN 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2835  **This station is located in a suspected subsidence area (see below).
 BH2835  ___________________________________________________________________
 BH2835  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 BH2835  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BH2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2835 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2835 ** and geoid heights are valid at the date of observation. These heights
 BH2835 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 41 19.29579(N)    090 59 28.77885(W)     ADJUSTED  
 DH3813* NAVD 88     -         2.25   (meters)       7.4    (feet)  GPS OBS(2006.81)
 DH3813  **This station is located in a suspected subsidence area (see below).
 DH3813  ___________________________________________________________________
 DH3813  EPOCH DATE  -        2002.00
 DH3813  X           -     -95,941.487 (meters)                     COMP
 DH3813  Y           -  -5,544,579.341 (meters)                     COMP
 DH3813  Z           -   3,140,430.450 (meters)                     COMP
 DH3813  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DH3813  ELLIP HEIGHT-         -23.215 (meters)          (03/12/08) ADJUSTED
 DH3813  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 DH3813
 DH3813  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3813  Type    PID    Designation                      North   East  Ellip
 DH3813  -------------------------------------------------------------------
 DH3813  NETWORK DH3813 DOKKA                             0.76   0.61   1.74
 DH3813  -------------------------------------------------------------------
 DH3813  ELLP ORDER  -  THIRD     CLASS I
 DH3813
 DH3813.The horizontal coordinates were established by GPS observations
 DH3813.and adjusted by the National Geodetic Survey in February 2007.
 DH3813
 DH3813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3813.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 DH3813.high-resolution geoid model.
 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 any height that may have been
 DH3813 ** previously 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
 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     -   131,809.904 1,033,099.363   MT  0.99994049   +0 10 15.6
 DH3813;SPC LA S     -   432,446.33  3,389,426.83   sFT  0.99994049   +0 10 15.6
 DH3813;UTM  15      - 3,285,978.656   694,354.052   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  ELLIP H (02/10/07)  -23.205  (m)                       GP(       )    
 DH3813  NAD 83(1992)-  29 41 19.29575(N)    090 59 28.77881(W) AD(2004.65) B
 DH3813  ELLIP H (06/22/05)  -23.214  (m)                       GP(2004.65) 4 1
 DH3813
 DH3813.Superseded values are not recommended for survey control.
 DH3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3813.See file dsdata.txt to determine how the superseded data were derived.
 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 - February 09, 2009
 DH3813
 DH3813  HISTORY     - Date     Condition        Report By
 DH3813  HISTORY     - 20040503 MONUMENTED       NGS
 DH3813  HISTORY     - 20060428 GOOD             NGS
 DH3813  HISTORY     - 20071030 GOOD             NGS
 DH3813  HISTORY     - 20090209 GOOD             LOWE
 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.
 DH3813
 DH3813                          STATION RECOVERY (2006)
 DH3813
 DH3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DH3813'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DH3813
 DH3813                          STATION RECOVERY (2007)
 DH3813
 DH3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 DH3813'MARK RECOVERED IN GOOD CONDITION.
 DH3813
 DH3813                          STATION RECOVERY (2009)
 DH3813
 DH3813'RECOVERY NOTE BY LOWE ENGINEERS 2009 (RW)
 DH3813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0296  **This station is located in a suspected subsidence area (see below).
 AV0296  ___________________________________________________________________
 AV0296  X           -    -264,500.628 (meters)                     COMP
 AV0296  Y           -  -5,537,788.542 (meters)                     COMP
 AV0296  Z           -   3,142,719.390 (meters)                     COMP
 AV0296  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0296  ELLIP HEIGHT-         -25.067 (meters)          (06/26/02) ADJUSTED
 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 was scaled from a topographic map.
 AV0296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0296 ** and geoid heights are valid at the date of observation. These heights
 AV0296 ** must always be validated when used as control.
 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 more information.
 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 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 10 42.8
 AV0296:UTM  15      -  DOLAND AZ MK                             020 20 46.9
 AV0296
 AV0296|---------------------------------------------------------------------|
 AV0296| PID    Reference Object                     Distance      Geod. Az  |
 AV0296|                                                           dddmmss.s |
 AV0296| AV0295 DOLAND AZ MK                        APPROX. 0.7 KM 0202840.6 |
 AV0296| AV0737 SUPERIOR DB DERRICK                 APPROX.12.2 KM 1320359.3 |
 AV0296| AV0738 DEEP LAKE DERRICK                   APPROX. 6.6 KM 1750826.1 |
 AV0296| AV0297 DOLAND RM 1                          36.466 METERS 22602     |
 AV0296| AV0293 DOLAND RM 2                          37.801 METERS 31911     |
 AV0296|---------------------------------------------------------------------|
 AV0296
 AV0296                          SUPERSEDED SURVEY CONTROL
 AV0296
 AV0296  ELLIP H (01/21/93)  -24.979  (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 = MARCH 13, 2009
 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(2007)-  29 43 07.16439(N)    092 43 54.77302(W)     ADJUSTED  
 AV0295* NAVD 88     -         0.65   (meters)       2.1    (feet)  GPS OBS(2006.81)
 AV0295  **This station is located in a suspected subsidence area (see below).
 AV0295  **This station is included in the VTDP model (see below).
 AV0295  ___________________________________________________________________
 AV0295  EPOCH DATE  -        2002.00
 AV0295  X           -    -264,228.215 (meters)                     COMP
 AV0295  Y           -  -5,537,461.228 (meters)                     COMP
 AV0295  Z           -   3,143,314.304 (meters)                     COMP
 AV0295  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AV0295  ELLIP HEIGHT-         -25.401 (meters)          (03/12/08) ADJUSTED
 AV0295  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AV0295
 AV0295  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0295  Type    PID    Designation                      North   East  Ellip
 AV0295  -------------------------------------------------------------------
 AV0295  NETWORK AV0295 DOLAND AZ MK                      0.53   0.49   1.74
 AV0295  -------------------------------------------------------------------
 AV0295  ELLP ORDER  -  THIRD     CLASS I
 AV0295
 AV0295.The horizontal coordinates were established by GPS observations
 AV0295.and adjusted by the National Geodetic Survey in February 2007.
 AV0295
 AV0295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0295.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0295.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AV0295 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0295 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AV0295;SPC LA S     -   135,907.408   864,692.071   MT  0.99993780   -0 41 57.5
 AV0295;SPC LA S     -   445,889.55  2,836,910.57   sFT  0.99993780   -0 41 57.5
 AV0295;UTM  15      - 3,287,640.989   525,932.098   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 (02/10/07)  -25.392  (m)                       GP(       )    
 AV0295  NAD 83(1992)-  29 43 07.16449(N)    092 43 54.77307(W) AD(2004.65) B
 AV0295  ELLIP H (06/22/05)  -25.410  (m)                       GP(2004.65) 4 1
 AV0295  ELLIP H (06/20/00)  -25.389  (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)  -25.338  (m)                       GP(       ) 4 1
 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: RECESSED 50 CENTIMETERS
 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 - April 23, 2006
 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  HISTORY     - 20060423 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.
 AV0295
 AV0295                          STATION RECOVERY (2006)
 AV0295
 AV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0295'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AU2633 ***********************************************************************
 AU2633  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 56 39.90459(N)    091 56 15.94053(W)     ADJUSTED  
 AU2633* NAVD 88     -         1.06   (meters)       3.5    (feet)  GPS OBS(2006.81)
 AU2633  **This station is located in a suspected subsidence area (see below).
 AU2633  ___________________________________________________________________
 AU2633  EPOCH DATE  -        2002.00
 AU2633  X           -    -187,035.068 (meters)                     COMP
 AU2633  Y           -  -5,528,149.470 (meters)                     COMP
 AU2633  Z           -   3,165,023.554 (meters)                     COMP
 AU2633  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AU2633  ELLIP HEIGHT-         -25.594 (meters)          (03/12/08) ADJUSTED
 AU2633  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AU2633  HORZ ORDER  -  A
 AU2633  ELLP ORDER  -  THIRD     CLASS I
 AU2633
 AU2633.The horizontal coordinates were established by GPS observations
 AU2633.and adjusted by the National Geodetic Survey in March 2008.
 AU2633
 AU2633.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2633.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2633.The horizontal coordinates are valid at the epoch date displayed above.
 AU2633.The epoch date for horizontal control is a decimal equivalence
 AU2633.of Year/Month/Day.
 AU2633
 AU2633.The orthometric height was determined by GPS observations and a
 AU2633.high-resolution geoid model.
 AU2633 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2633 ** and geoid heights are valid at the date of observation. These heights
 AU2633 ** must always be validated when used as control.
 AU2633 ** The orthometric height was determined by GPS observations using
 AU2633 ** precise GPS observation and processing techniques and a new
 AU2633 ** realization of GEOID03. It supersedes any height that may have been
 AU2633 ** previously determined for this station.
 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
 AU2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU2633
 AU2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU2633
 AU2633.The ellipsoidal height was determined by GPS observations
 AU2633.and is referenced to NAD 83.
 AU2633
 AU2633.The geoid height was determined by GEOID03.
 AU2633
 AU2633;                    North         East     Units Scale Factor Converg.
 AU2633;SPC LA S     -   160,259.372   941,653.101   MT  0.99992623   -0 18 08.0
 AU2633;SPC LA S     -   525,784.29  3,089,406.88   sFT  0.99992623   -0 18 08.0
 AU2633;UTM  15      - 3,313,100.797   602,510.480   MT  0.99972965   +0 31 49.0
 AU2633
 AU2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU2633!SPC LA S     -   1.00000402  x   0.99992623  =   0.99993025
 AU2633!UTM  15      -   1.00000402  x   0.99972965  =   0.99973367
 AU2633
 AU2633|---------------------------------------------------------------------|
 AU2633| PID    Reference Object                     Distance      Geod. Az  |
 AU2633|                                                           dddmmss.s |
 AU2633| AU2632 DON RM 1                             17.241 METERS 09832     |
 AU2633| CV9739 DON AZ MK                                          0984350.8 |
 AU2633| CV9740 DON RM 2                             11.195 METERS 24444     |
 AU2633| AV0593 ERATH MUNICIPAL TANK 1974           APPROX. 9.1 KM 2753117.4 |
 AU2633|---------------------------------------------------------------------|
 AU2633
 AU2633                          SUPERSEDED SURVEY CONTROL
 AU2633
 AU2633  NAD 83(1992)-  29 56 39.90472(N)    091 56 15.93146(W) AD(       ) 2
 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    3  
 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: 15RXP0251013101(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_STAMPING: DON 1974
 AU2633_MARK LOGO: LADHGS
 AU2633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AU2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU2633+STABILITY: SURFACE MOTION
 AU2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU2633+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 AU2633
 AU2633  HISTORY     - Date     Condition        Report By
 AU2633  HISTORY     - 1974     MONUMENTED       LADH
 AU2633  HISTORY     - 20060508 GOOD             NGS
 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.
 AU2633
 AU2633                          STATION RECOVERY (2006)
 AU2633
 AU2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2633'MARK FOUND IN GOOD CONDITION.  TO REACH FROM THE INTERSECTION OF LA-14
 AU2633'AND LA-330 IN DELCAMBRE LA, GO 3.35 MI (5.39 KM) EAST ALONG LA-14 TO
 AU2633'THE INTERSECTION OF LELEUX ROAD ON RIGHT, THENCE RIGHT (SOUTH) ALONG
 AU2633'LELEUX ROAD (PR-701) FOR 1.15 MI (1.85 KM) TO MARK ON RIGHT JUST AFTER
 AU2633'RAILROAD CROSSING AND AT THE THE JUNCTION OF RAILROAD ROAD (AKA
 AU2633'PR-706).  THENCE, 60.0 FT (18.3 M) NORTH OF THE CENTERLINE OF RAILROAD
 AU2633'ROAD, 23.0 FT (7.0 M) WEST OF THE CENTERLINE OF LELEUX ROAD, 13.0 FT
 AU2633'(4.0 M) SOUTH OF SOUTH RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 1.7
 AU2633'FT (0.5 M) EAST OF A CARSONITE WITNESS POST.  MARK IS FLUSH WITH THE
 AU2633'GROUND MARK CAN ALSO BE FOUND BY COMING FROM NEW IBERIA LA BY GOING
 AU2633'5.20 MI (8.37 KM) WEST ON ALONG LA-14 FROM US-90 EASTBOUND LANES TO
 AU2633'THE INTERSECTION OF LELEUX ROAD THEN TURNING LEFT (SOUTH) ON LELEUX
 AU2633'ROAD TO MARK AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1301  **This station is located in a suspected subsidence area (see below).
 AT1301  ___________________________________________________________________
 AT1301  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AT1301  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1301 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1301 ** and geoid heights are valid at the date of observation. These heights
 AT1301 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0981  **This station is located in a suspected subsidence area (see below).
 BJ0981  ___________________________________________________________________
 BJ0981  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BJ0981  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0981 ** and geoid heights are valid at the date of observation. These heights
 BJ0981 ** must always be validated when used as control.
 BJ0981 ** The orthometric height has not been validated since last determined
 BJ0981 ** by differential leveling and should not be used for control purposes.
 BJ0981 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0981 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0981 ** epoch indicated which incorporates improved geoid heights for the
 BJ0981 ** Southern Louisiana Subsidence area.
 BJ0981 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0630  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ0630 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0630 ** and geoid heights are valid at the date of observation. These heights
 BJ0630 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4478  **This station is located in a suspected subsidence area (see below).
 BJ4478  ___________________________________________________________________
 BJ4478  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4478  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4478 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4478 ** and geoid heights are valid at the date of observation. These heights
 BJ4478 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4484  **This station is located in a suspected subsidence area (see below).
 BJ4484  ___________________________________________________________________
 BJ4484  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BJ4484  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4475  **This station is located in a suspected subsidence area (see below).
 BJ4475  ___________________________________________________________________
 BJ4475  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4475  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4485  **This station is located in a suspected subsidence area (see below).
 BJ4485  ___________________________________________________________________
 BJ4485  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4485  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4485 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4485 ** and geoid heights are valid at the date of observation. These heights
 BJ4485 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2080  **This station is located in a suspected subsidence area (see below).
 BK2080  ___________________________________________________________________
 BK2080  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BK2080  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2080 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2080 ** and geoid heights are valid at the date of observation. These heights
 BK2080 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2081  **This station is located in a suspected subsidence area (see below).
 BK2081  ___________________________________________________________________
 BK2081  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BK2081  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2081 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2081 ** and geoid heights are valid at the date of observation. These heights
 BK2081 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2629  **This station is located in a suspected subsidence area (see below).
 BH2629  ___________________________________________________________________
 BH2629  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BH2629  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2629 ** and geoid heights are valid at the date of observation. These heights
 BH2629 ** must always be validated when used as control.
 BH2629 ** The orthometric height has not been validated since last determined
 BH2629 ** by differential leveling and should not be used for control purposes.
 BH2629 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2629 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2629 ** epoch indicated which incorporates improved geoid heights for the
 BH2629 ** Southern Louisiana Subsidence area.
 BH2629 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2630  **This station is located in a suspected subsidence area (see below).
 BH2630  ___________________________________________________________________
 BH2630  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BH2630  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2630 ** and geoid heights are valid at the date of observation. These heights
 BH2630 ** must always be validated when used as control.
 BH2630 ** The orthometric height has not been validated since last determined
 BH2630 ** by differential leveling and should not be used for control purposes.
 BH2630 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2630 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2630 ** epoch indicated which incorporates improved geoid heights for the
 BH2630 ** Southern Louisiana Subsidence area.
 BH2630 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2628  **This station is located in a suspected subsidence area (see below).
 BH2628  ___________________________________________________________________
 BH2628  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BH2628  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0629  **This station is located in a suspected subsidence area (see below).
 AV0629  ___________________________________________________________________
 AV0629  X           -    -206,898.573 (meters)                     COMP
 AV0629  Y           -  -5,527,538.470 (meters)                     COMP
 AV0629  Z           -   3,164,859.364 (meters)                     COMP
 AV0629  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0629  ELLIP HEIGHT-         -23.748 (meters)          (01/02/04) ADJUSTED
 AV0629  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0629 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0629 ** and geoid heights are valid at the date of observation. These heights
 AV0629 ** must always be validated when used as control.
 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 more information.
 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
 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 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)  -23.693  (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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1050  **This station is located in a suspected subsidence area (see below).
 AT1050  ___________________________________________________________________
 AT1050  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AT1050  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1050 ** and geoid heights are valid at the date of observation. These heights
 AT1050 ** must always be validated when used as control.
 AT1050 ** The orthometric height has not been validated since last determined
 AT1050 ** by differential leveling and should not be used for control purposes.
 AT1050 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1050 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1050 ** epoch indicated which incorporates improved geoid heights for the
 AT1050 ** Southern Louisiana Subsidence area.
 AT1050 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1053  **This station is located in a suspected subsidence area (see below).
 AT1053  ___________________________________________________________________
 AT1053  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AT1053  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0856  **This station is located in a suspected subsidence area (see below).
 BK0856  ___________________________________________________________________
 BK0856  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK0856  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK0856 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0856 ** and geoid heights are valid at the date of observation. These heights
 BK0856 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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(2007)-  31 43 49.42154(N)    092 55 29.05877(W)     ADJUSTED  
 BX1334* NAVD 88     -        54.3    (meters)     178.     (feet)  GPS OBS   
 BX1334  ___________________________________________________________________
 BX1334  EPOCH DATE  -        2002.00
 BX1334  X           -    -277,054.233 (meters)                     COMP
 BX1334  Y           -  -5,422,791.741 (meters)                     COMP
 BX1334  Z           -   3,335,056.756 (meters)                     COMP
 BX1334  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BX1334  ELLIP HEIGHT-          28.355 (meters)          (02/10/07) ADJUSTED
 BX1334  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 BX1334
 BX1334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX1334  Type    PID    Designation                      North   East  Ellip
 BX1334  -------------------------------------------------------------------
 BX1334  NETWORK BX1334 DOYAL                             0.71   0.63   2.72
 BX1334  -------------------------------------------------------------------
 BX1334
 BX1334.The horizontal coordinates were established by GPS observations
 BX1334.and adjusted by the National Geodetic Survey in February 2007.
 BX1334
 BX1334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX1334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX1334.The horizontal coordinates are valid at the epoch date displayed above.
 BX1334.The epoch date for horizontal control is a decimal equivalence
 BX1334.of Year/Month/Day.
 BX1334
 BX1334.The orthometric height was determined by GPS observations and a
 BX1334.high-resolution geoid model.
 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     -   136,498.790   959,751.446   MT  0.99992005   -0 13 28.4
 BX1334;SPC LA N     -   447,829.78  3,148,784.54   sFT  0.99992005   -0 13 28.4
 BX1334;UTM  15      - 3,510,555.096   507,129.570   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                                        1550507.6 |
 BX1334| BX1335 DOYAL RM 1                           27.925 METERS 24302     |
 BX1334|---------------------------------------------------------------------|
 BX1334
 BX1334                          SUPERSEDED SURVEY CONTROL
 BX1334
 BX1334  ELLIP H (06/20/00)   28.335  (m)                       GP(       ) 3 1
 BX1334  NAD 83(1992)-  31 43 49.42082(N)    092 55 29.05852(W) AD(       ) B
 BX1334  ELLIP H (09/10/92)   28.410  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0470  **This station is located in a suspected subsidence area (see below).
 BJ0470  ___________________________________________________________________
 BJ0470  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BJ0470  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BJ0470  DYNAMIC HT  -          40.4   (meters)     133.    (feet)  COMP
 BJ0470  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 BJ0470
 BJ0470  HORZ ORDER  -  SECOND
 BJ0470  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ0470 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0470 ** and geoid heights are valid at the date of observation. These heights
 BJ0470 ** must always be validated when used as control.
 BJ0470 ** The orthometric height has not been validated since last determined
 BJ0470 ** by differential leveling and should not be used for control purposes.
 BJ0470 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0470 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0470 ** epoch indicated which incorporates improved geoid heights for the
 BJ0470 ** Southern Louisiana Subsidence area.
 BJ0470 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0470.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ0471  **This station is located in a suspected subsidence area (see below).
 BJ0471  ___________________________________________________________________
 BJ0471  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BJ0471  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0471 ** and geoid heights are valid at the date of observation. These heights
 BJ0471 ** must always be validated when used as control.
 BJ0471 ** The orthometric height has not been validated since last determined
 BJ0471 ** by differential leveling and should not be used for control purposes.
 BJ0471 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ0471 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0471 ** epoch indicated which incorporates improved geoid heights for the
 BJ0471 ** Southern Louisiana Subsidence area.
 BJ0471 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0743  **This station is located in a suspected subsidence area (see below).
 AV0743  ___________________________________________________________________
 AV0743  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AV0743  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0743 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0743 ** and geoid heights are valid at the date of observation. These heights
 AV0743 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3292  **This station is located in a suspected 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-         -25.990 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU3292 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3292 ** and geoid heights are valid at the date of observation. These heights
 AU3292 ** must always be validated when used as control.
 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 more information.
 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
 AU3292.Photographs are available for this station.
 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)  -25.983  (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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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  HISTORY     - 20071221 GOOD             GEOCAC
 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.
 BK3018
 BK3018                          STATION RECOVERY (2007)
 BK3018
 BK3018'RECOVERY NOTE BY GEOCACHING 2007 (JMT)
 BK3018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AV0421 ***********************************************************************
 AV0421  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AV0421  DESIGNATION -  DRAWBRIDGE RESET
 AV0421  PID         -  AV0421
 AV0421  STATE/COUNTY-  LA/CAMERON
 AV0421  USGS QUAD   -  BOUDREAUX LAKE (1982)
 AV0421
 AV0421                         *CURRENT SURVEY CONTROL
 AV0421  ___________________________________________________________________
 AV0421* NAD 83(2007)-  29 55 39.79753(N)    093 04 44.12719(W)     ADJUSTED  
 AV0421* NAVD 88     -         2.31   (meters)       7.6    (feet)  GPS OBS(2006.81)
 AV0421  **This station is located in a suspected subsidence area (see below).
 AV0421  ___________________________________________________________________
 AV0421  EPOCH DATE  -        2002.00
 AV0421  X           -    -297,144.785 (meters)                     COMP
 AV0421  Y           -  -5,524,251.283 (meters)                     COMP
 AV0421  Z           -   3,163,420.198 (meters)                     COMP
 AV0421  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0421  ELLIP HEIGHT-         -24.540 (meters)          (03/12/08) ADJUSTED
 AV0421  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AV0421  HORZ ORDER  -  A
 AV0421  ELLP ORDER  -  THIRD     CLASS I
 AV0421
 AV0421.The horizontal coordinates were established by GPS observations
 AV0421.and adjusted by the National Geodetic Survey in March 2008.
 AV0421
 AV0421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0421.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AV0421.The horizontal coordinates are valid at the epoch date displayed above.
 AV0421.The epoch date for horizontal control is a decimal equivalence
 AV0421.of Year/Month/Day.
 AV0421
 AV0421.The orthometric height was determined by GPS observations and a
 AV0421.high-resolution geoid model.
 AV0421 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0421 ** and geoid heights are valid at the date of observation. These heights
 AV0421 ** must always be validated when used as control.
 AV0421 ** The orthometric height was determined by GPS observations using
 AV0421 ** precise GPS observation and processing techniques and a new
 AV0421 ** realization of GEOID03. It supersedes any height that may have been
 AV0421 ** previously determined for this station.
 AV0421 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0421 ** epoch indicated which incorporates improved geoid heights for the
 AV0421 ** Southern Louisiana Subsidence area.
 AV0421 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AV0421
 AV0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AV0421
 AV0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AV0421
 AV0421.The ellipsoidal height was determined by GPS observations
 AV0421.and is referenced to NAD 83.
 AV0421
 AV0421.The geoid height was determined by GEOID03.
 AV0421
 AV0421;                    North         East     Units Scale Factor Converg.
 AV0421;SPC LA S     -   159,538.474   831,471.408   MT  0.99992655   -0 52 22.1
 AV0421;SPC LA S     -   523,419.14  2,727,919.11   sFT  0.99992655   -0 52 22.1
 AV0421;UTM  15      - 3,310,778.975   492,382.430   MT  0.99960072   -0 02 21.8
 AV0421
 AV0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0421!SPC LA S     -   1.00000385  x   0.99992655  =   0.99993040
 AV0421!UTM  15      -   1.00000385  x   0.99960072  =   0.99960457
 AV0421
 AV0421                          SUPERSEDED SURVEY CONTROL
 AV0421
 AV0421  NGVD 29 (??/??/??)    2.541  (m)            8.34   (f) ADJUSTED    1 2
 AV0421
 AV0421.Superseded values are not recommended for survey control.
 AV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AV0421.See file dsdata.txt to determine how the superseded data were derived.
 AV0421
 AV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP9238210779(NAD 83)
 AV0421_MARKER: DV = VERTICAL CONTROL DISK
 AV0421_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AV0421+WITH SETTING: PAVEMENT
 AV0421_SP_SET: CONCRETE SLAB
 AV0421_STAMPING: DRAWBRIDGE LDH RESET 1975
 AV0421_MARK LOGO: NGS   
 AV0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AV0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AV0421+STABILITY: SURFACE MOTION
 AV0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0421+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 AV0421
 AV0421  HISTORY     - Date     Condition        Report By
 AV0421  HISTORY     - 1975     MONUMENTED       NGS
 AV0421  HISTORY     - 1976     GOOD             NGS
 AV0421  HISTORY     - 1981     GOOD             NGS
 AV0421  HISTORY     - 1986     GOOD             NGS
 AV0421  HISTORY     - 20050319 GOOD             USPSQD
 AV0421  HISTORY     - 20060502 GOOD             NGS
 AV0421  HISTORY     - 20060503 GOOD             NGS
 AV0421
 AV0421                          STATION DESCRIPTION
 AV0421
 AV0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AV0421'8.4 MI N FROM CREOLE.
 AV0421'ABOUT 8.4 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE POST OFFICE AT
 AV0421'CREOLE SET FLUSH IN THE APPROACH SLAB OF THE NEW BRIDGE OVER THE
 AV0421'INTERCOASTAL CANAL.  IT IS 0.4 MILE SOUTH OF THE INTERCOASTAL CANAL IN
 AV0421'THE SOUTH EAST CORNER OF THE BRIDGE, 59 FEET NORTH OF THE SOUTH END OF
 AV0421'THE APPROACH SLAB OF THE BRIDGE, 7 FEET NORTH OF THE SOUTH END OF THE
 AV0421'EAST CONCRETE RAILING OF THE BRIDGE, 1 FOOT WEST OF THE EAST RAILING,
 AV0421'AND 3.5 FEET NORTHWEST OF THE NUMBERS 1976 INSET IN THE CONCRETE
 AV0421'RAILING.
 AV0421
 AV0421                          STATION RECOVERY (1981)
 AV0421
 AV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 AV0421'13.5 KILOMETERS (8.4 MILES) NORTH ALONG STATE HIGHWAY 27 FROM THE POST
 AV0421'OFFICE IN CREOLE, TO THE SOUTH END OF THE GIBSTOWN BRIDGE OVER THE
 AV0421'INTERCOASTAL WATERWAY AND THE MARK ON THE RIGHT, 5.03 METERS (16.5
 AV0421'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 2.22 METERS (7.3 FEET)
 AV0421'NORTH OF THE SOUTH END OF THE EAST RETAINING WALL, 0.27 METER (0.9
 AV0421'FOOT) WEST OF THE WEST EDGE OF THE EAST RETAINING WALL OF THE BRIDGE.
 AV0421'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AV0421
 AV0421                          STATION RECOVERY (1986)
 AV0421
 AV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 AV0421'RECOVERED IN GOOD CONDITION.
 AV0421
 AV0421                          STATION RECOVERY (2005)
 AV0421
 AV0421'RECOVERY NOTE BY US POWER SQUADRON 2005 (CA)
 AV0421'RECOVERED IN GOOD CONDITION.
 AV0421
 AV0421                          STATION RECOVERY (2006)
 AV0421
 AV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 AV0421'3.5 METERS NORTH OF A WITNESS POST.
 AV0421
 AV0421                          STATION RECOVERY (2006)
 AV0421
 AV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0421'MARK FOUND AS DESCRIBED AND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 17 27.49521(N)    090 38 54.04723(W)     ADJUSTED  
 AU3035* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3035  **This station is located in a suspected subsidence area (see below).
 AU3035  ___________________________________________________________________
 AU3035  EPOCH DATE  -        2002.00
 AU3035  X           -     -62,994.851 (meters)                     COMP
 AU3035  Y           -  -5,566,753.752 (meters)                     COMP
 AU3035  Z           -   3,102,056.662 (meters)                     COMP
 AU3035  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AU3035  ELLIP HEIGHT-         -24.113 (meters)          (02/10/07) ADJUSTED
 AU3035  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AU3035
 AU3035  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3035  Type    PID    Designation                      North   East  Ellip
 AU3035  -------------------------------------------------------------------
 AU3035  NETWORK AU3035 DREUX                             6.35   7.08   9.74
 AU3035  -------------------------------------------------------------------
 AU3035  VERT ORDER  -  THIRD ? (See Below)
 AU3035
 AU3035.The horizontal coordinates were established by GPS observations
 AU3035.and adjusted by the National Geodetic Survey in February 2007.
 AU3035
 AU3035.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3035.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3035.The horizontal coordinates are valid at the epoch date displayed above.
 AU3035.The epoch date for horizontal control is a decimal equivalence
 AU3035.of Year/Month/Day.
 AU3035
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3035 ** and geoid heights are valid at the date of observation. These heights
 AU3035 ** must always be validated when used as control.
 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 more information.
 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 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     -    87,875.787 1,066,556.324   MT  1.00000192   +0 20 33.0
 AU3035;SPC LA S     -   288,305.81  3,499,193.54   sFT  1.00000192   +0 20 33.0
 AU3035;UTM  15      - 3,242,517.828   728,440.153   MT  1.00024398   +1 09 03.7
 AU3035
 AU3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3035!SPC LA S     -   1.00000379  x   1.00000192  =   1.00000571
 AU3035!UTM  15      -   1.00000379  x   1.00024398  =   1.00024777
 AU3035
 AU3035:                Primary Azimuth Mark                     Grid Az
 AU3035:SPC LA S     -  BOUDREAUX CANAL E TWIN STACK             015 11 23.7
 AU3035:UTM  15      -  BOUDREAUX CANAL E TWIN STACK             014 22 53.0
 AU3035
 AU3035|---------------------------------------------------------------------|
 AU3035| PID    Reference Object                     Distance      Geod. Az  |
 AU3035|                                                           dddmmss.s |
 AU3035| AU3022 BOUDREAUX CANAL E TWIN STACK        APPROX.11.2 KM 0153156.7 |
 AU3035| DD6604 DREUX RM 2                           18.320 METERS 25505     |
 AU3035| DD6603 DREUX RM 1                           32.530 METERS 34528     |
 AU3035| DD6602 DREUX AZ MK                                        3471315.0 |
 AU3035|---------------------------------------------------------------------|
 AU3035
 AU3035                          SUPERSEDED SURVEY CONTROL
 AU3035
 AU3035  ELLIP H (07/18/02)  -23.924  (m)                       GP(       ) 4 2
 AU3035  NAD 83(1992)-  29 17 27.49435(N)    090 38 54.04593(W) AD(       ) 2
 AU3035  ELLIP H (01/21/93)  -24.053  (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 = MARCH 13, 2009
 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(2007)-  29 17 23.94940(N)    090 38 54.22028(W)     ADJUSTED  
 AU3293* NAVD 88     -         0.55   (meters)       1.8    (feet)  GPS OBS(2006.81)
 AU3293  **This station is located in a suspected subsidence area (see below).
 AU3293  ___________________________________________________________________
 AU3293  EPOCH DATE  -        2002.00
 AU3293  X           -     -63,000.127 (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-         -23.980 (meters)          (03/12/08) ADJUSTED
 AU3293  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 AU3293
 AU3293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3293  Type    PID    Designation                      North   East  Ellip
 AU3293  -------------------------------------------------------------------
 AU3293  NETWORK AU3293 DREUX 2                           0.39   0.33   1.06
 AU3293  -------------------------------------------------------------------
 AU3293  ELLP ORDER  -  THIRD     CLASS I
 AU3293
 AU3293.The horizontal coordinates were established by GPS observations
 AU3293.and adjusted by the National Geodetic Survey in February 2007.
 AU3293
 AU3293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU3293.high-resolution geoid model.
 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 any height that may have been
 AU3293 ** previously 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
 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 1,066,552.306   MT  1.00000213   +0 20 32.9
 AU3293;SPC LA S     -   287,947.55  3,499,180.36   sFT  1.00000213   +0 20 32.9
 AU3293;UTM  15      - 3,242,408.557   728,437.676   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                               109.245 METERS 00227     |
 AU3293| CS6889 DREUX 2 RM 3                         35.079 METERS 00849     |
 AU3293| AU3294 DREUX 2 AZ MK                       468.244 METERS 1585956.2 |
 AU3293| AU3446 COCODRIE ALLIED ODECO RAD MAST      APPROX. 6.1 KM 1973902.8 |
 AU3293| CS6890 DREUX 2 RM 4                         58.960 METERS 34624     |
 AU3293|---------------------------------------------------------------------|
 AU3293
 AU3293                          SUPERSEDED SURVEY CONTROL
 AU3293
 AU3293  ELLIP H (02/10/07)  -23.960  (m)                       GP(       )    
 AU3293  NAD 83(1992)-  29 17 23.94941(N)    090 38 54.22013(W) AD(2004.65) B
 AU3293  ELLIP H (06/22/05)  -23.985  (m)                       GP(2004.65) 4 1
 AU3293  ELLIP H (06/20/00)  -23.952  (m)                       GP(       ) 3 1
 AU3293  ELLIP H (01/21/93)  -23.946  (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)  -23.946  (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  NGVD 29 (05/20/88)    1.2    (m)            4.     (f) GPS OBS     3  
 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 - May 08, 2008
 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  HISTORY     - 20060428 GOOD             NGS
 AU3293  HISTORY     - 20071030 GOOD             NGS
 AU3293  HISTORY     - 20080508 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.
 AU3293
 AU3293                          STATION RECOVERY (2006)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU3293'RECOVERED AS DESCRIBED.
 AU3293
 AU3293                          STATION RECOVERY (2007)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AU3293'MARK RECOVERED IN GOOD CONDITION.  NOTE, METAL BUILDING IS NOW GONE
 AU3293'AND THE LOT HAS BEEN CLEARED, REFERENCES TO EDGEWATER DRIVE AND HWY 56
 AU3293'STILL GOOD.  ALSO, FOUND THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT
 AU3293'CONCRETE PAD SURROUNDING THE MOMUMENT FOR THE PURPOSE OF MOUNTING TWO
 AU3293'3 FOOT TALL FIBERGLASS PROTECTIVE BUMPERS TUBES.
 AU3293
 AU3293                          STATION RECOVERY (2008)
 AU3293
 AU3293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DJR)
 AU3293'THE LOT OWNER HAS MADE IMPROVEMENTS TO THE PARCEL AND ADDED SOME FILL
 AU3293'DIRT TO IT.  ACCESS TO THE MARK (AND TO THE LA DNR ECC. MARK, 7501) IS
 AU3293'MADE THROUGH A WATER METER STYLE BOX SET AT GROUND LEVEL.  UPDATED
 AU3293'REFERENCES ARE AS FOLLOWS.
 AU3293' 
 AU3293'THE MARK IS 78.5 FT (23.9 M) SOUTH FROM THE CENTER LINE OF EDGEWATER
 AU3293'DRIVE, 32.0 FT (9.8 M) EAST OF THE HWY 56 CENTER LINE, 90 FT (27.4 M)
 AU3293'NORTH-NORTHWEST OF A WOOD POWER POLE WITH A STREET LIGHT, 2.0 FT (0.61
 AU3293'M) SOUTH FROM LA DNR MARK 7501, 1.5 FT (0.5 M) WEST OF A STEEL POST
 AU3293'WITH METAL WITNESS SIGN.  THE MARK IS 2.0 FT BELOW THE TOP OF THE
 AU3293'ACCESS BOX.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3294  **This station is located in a suspected subsidence area (see below).
 AU3294  ___________________________________________________________________
 AU3294  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AU3294  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3294 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3294 ** and geoid heights are valid at the date of observation. These heights
 AU3294 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  30 50 14.52116(N)    093 20 52.18263(W)     ADJUSTED  
 AC8034* NAVD 88     -        58.27   (meters)     191.2    (feet)  GPS OBS   
 AC8034  ___________________________________________________________________
 AC8034  EPOCH DATE  -        2002.00
 AC8034  X           -    -320,092.588 (meters)                     COMP
 AC8034  Y           -  -5,471,928.401 (meters)                     COMP
 AC8034  Z           -   3,250,441.000 (meters)                     COMP
 AC8034  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AC8034  ELLIP HEIGHT-          31.333 (meters)          (02/10/07) ADJUSTED
 AC8034  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AC8034
 AC8034  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AC8034  Type    PID    Designation                      North   East  Ellip
 AC8034  -------------------------------------------------------------------
 AC8034  NETWORK AC8034 DRI A                             1.06   1.16   3.90
 AC8034  -------------------------------------------------------------------
 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 February 2007.
 AC8034
 AC8034.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AC8034.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AC8034.The horizontal coordinates are valid at the epoch date displayed above.
 AC8034.The epoch date for horizontal control is a decimal equivalence
 AC8034.of Year/Month/Day.
 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     -   260,786.952   807,285.126   MT  1.00003210   -1 00 26.2
 AC8034;SPC LA S     -   855,598.53  2,648,567.95   sFT  1.00003210   -1 00 26.2
 AC8034;UTM  15      - 3,411,630.093   466,737.864   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 (03/19/02)   31.356  (m)                       GP(       ) 4 1
 AC8034  NAD 83(1992)-  30 50 14.52054(N)    093 20 52.18250(W) AD(       ) 1
 AC8034  ELLIP H (12/08/99)   31.415  (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 = MARCH 13, 2009
 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(2007)-  30 49 38.83148(N)    093 20 12.76600(W)     ADJUSTED  
 AI2798* NAVD 88     -        58.57   (meters)     192.2    (feet)  GPS OBS   
 AI2798  ___________________________________________________________________
 AI2798  EPOCH DATE  -        2002.00
 AI2798  X           -    -319,079.717 (meters)                     COMP
 AI2798  Y           -  -5,472,552.104 (meters)                     COMP
 AI2798  Z           -   3,249,497.380 (meters)                     COMP
 AI2798  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AI2798  ELLIP HEIGHT-          31.638 (meters)          (02/10/07) ADJUSTED
 AI2798  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AI2798
 AI2798  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AI2798  Type    PID    Designation                      North   East  Ellip
 AI2798  -------------------------------------------------------------------
 AI2798  NETWORK AI2798 DRI B                             1.06   1.16   3.92
 AI2798  -------------------------------------------------------------------
 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 February 2007.
 AI2798
 AI2798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AI2798.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AI2798.The horizontal coordinates are valid at the epoch date displayed above.
 AI2798.The epoch date for horizontal control is a decimal equivalence
 AI2798.of Year/Month/Day.
 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     -   259,669.613   808,313.234   MT  1.00002959   -1 00 06.5
 AI2798;SPC LA S     -   851,932.72  2,651,941.00   sFT  1.00002959   -1 00 06.5
 AI2798;UTM  15      - 3,410,528.207   467,781.596   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 (03/19/02)   31.663  (m)                       GP(       ) 4 1
 AI2798  NAD 83(1992)-  30 49 38.83086(N)    093 20 12.76588(W) AD(       ) 1
 AI2798  ELLIP H (12/08/99)   31.722  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1291  **This station is located in a suspected subsidence area (see below).
 AT1291  ___________________________________________________________________
 AT1291  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AT1291  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1291 ** and geoid heights are valid at the date of observation. These heights
 AT1291 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3156  **This station is located in a suspected subsidence area (see below).
 AU3156  ___________________________________________________________________
 AU3156  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3156  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3156 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3156 ** and geoid heights are valid at the date of observation. These heights
 AU3156 ** must always be validated when used as control.
 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 more information.
 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
 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 03.9
 AU3156:UTM  15      -  MATHEWS SOUTH COAST CORP TANK            007 13 53.2
 AU3156
 AU3156|---------------------------------------------------------------------|
 AU3156| PID    Reference Object                     Distance      Geod. Az  |
 AU3156|                                                           dddmmss.s |
 AU3156| AU3141 MATHEWS SOUTH COAST CORP TANK       APPROX. 9.0 KM 0082620.8 |
 AU3156| AU3140 LOCKPORT MUNICIPAL TANK             APPROX. 4.0 KM 0280110.5 |
 AU3156| AU2852 OIL DERRICK WEST OF LAROSE          APPROX.10.3 KM 1023953.7 |
 AU3156| AU2851 VALENTINE SUGAR FACT TALL STK       APPROX. 9.0 KM 1043614.8 |
 AU3156| DD6610 DRY RM 1                             41.512 METERS 20028     |
 AU3156| DD6609 DRY AZ MK                                          2032028.3 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2756  ___________________________________________________________________
 BX2756  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BX2756  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  32 32 06.04445(N)    093 44 25.91795(W)     ADJUSTED  
 CQ3508* NAVD 88     -        53.55   (meters)     175.7    (feet)  GPS OBS   
 CQ3508  ___________________________________________________________________
 CQ3508  EPOCH DATE  -        2002.00
 CQ3508  X           -    -351,138.847 (meters)                     COMP
 CQ3508  Y           -  -5,370,941.652 (meters)                     COMP
 CQ3508  Z           -   3,410,611.963 (meters)                     COMP
 CQ3508  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CQ3508  ELLIP HEIGHT-          27.471 (meters)          (02/10/07) ADJUSTED
 CQ3508  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3508
 CQ3508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3508  Type    PID    Designation                      North   East  Ellip
 CQ3508  -------------------------------------------------------------------
 CQ3508  NETWORK CQ3508 DTN AP STA A                      1.43   1.98   3.74
 CQ3508  -------------------------------------------------------------------
 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 February 2007.
 CQ3508
 CQ3508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3508.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3508.The epoch date for horizontal control is a decimal equivalence
 CQ3508.of Year/Month/Day.
 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     -   226,303.982   883,469.675   MT  0.99997263   -0 39 21.1
 CQ3508;SPC LA N     -   742,465.65  2,898,516.76   sFT  0.99997263   -0 39 21.1
 CQ3508;UTM  15      - 3,599,981.981   430,461.110   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 (04/16/02)   27.455  (m)                       GP(       ) 5 2
 CQ3508  ELLIP H (02/14/02)   27.507  (m)                       GP(       ) 5 2
 CQ3508  ELLIP H (07/10/01)   27.563  (m)                       GP(       ) 4 2
 CQ3508  NAD 83(1992)-  32 32 06.04437(N)    093 44 25.91830(W) AD(       ) 1
 CQ3508  ELLIP H (09/16/94)   27.616  (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 - June 06, 2007
 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  HISTORY     - 20070606 GOOD             MAEC
 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'
 CQ3508
 CQ3508                          STATION RECOVERY (2007)
 CQ3508
 CQ3508'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ3508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  32 32 40.33178(N)    093 44 59.49629(W)     NO CHECK  
 CQ3506* NAVD 88     -        53.93   (+/-2cm)     176.9    (feet)  VERTCON   
 CQ3506  ___________________________________________________________________
 CQ3506  EPOCH DATE  -        2002.00
 CQ3506  X           -    -351,976.056 (meters)                     COMP
 CQ3506  Y           -  -5,370,317.831 (meters)                     COMP
 CQ3506  Z           -   3,411,502.569 (meters)                     COMP
 CQ3506  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CQ3506  ELLIP HEIGHT-          27.846 (meters)          (02/10/07) NO CHECK
 CQ3506  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CQ3506
 CQ3506  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3506  Type    PID    Designation                      North   East  Ellip
 CQ3506  -------------------------------------------------------------------
 CQ3506  NETWORK CQ3506 DTN AP STA B                      2.88   2.70   5.72
 CQ3506  -------------------------------------------------------------------
 CQ3506  VERT ORDER  -  THIRD ? (See Below)
 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 February 2007.
 CQ3506
 CQ3506.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3506.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3506.No horizontal observational check was made to the station.
 CQ3506.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3506.The epoch date for horizontal control is a decimal equivalence
 CQ3506.of Year/Month/Day.
 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     -   227,370.157   882,605.726   MT  0.99997443   -0 39 38.9
 CQ3506;SPC LA N     -   745,963.59  2,895,682.29   sFT  0.99997443   -0 39 38.9
 CQ3506;UTM  15      - 3,601,043.929   429,592.651   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 (02/14/02)   27.815  (m)                       GP(       ) 5 2
 CQ3506  NAD 83(1992)-  32 32 40.33144(N)    093 44 59.49640(W) AD(       ) 1
 CQ3506  ELLIP H (09/16/94)   27.924  (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 = MARCH 13, 2009
 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(2007)-  29 33 35.63215(N)    090 43 10.71329(W)     ADJUSTED  
 AH6249* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6249  **This station is located in a suspected subsidence area (see below).
 AH6249  ___________________________________________________________________
 AH6249  EPOCH DATE  -        2002.00
 AH6249  X           -     -69,737.865 (meters)                     COMP
 AH6249  Y           -  -5,552,027.253 (meters)                     COMP
 AH6249  Z           -   3,128,019.530 (meters)                     COMP
 AH6249  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6249  ELLIP HEIGHT-         -24.499 (meters)          (02/10/07) ADJUSTED
 AH6249  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 AH6249
 AH6249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6249  Type    PID    Designation                      North   East  Ellip
 AH6249  -------------------------------------------------------------------
 AH6249  NETWORK AH6249 DUB 01                            1.22   1.18   2.72
 AH6249  -------------------------------------------------------------------
 AH6249
 AH6249.The horizontal coordinates were established by GPS observations
 AH6249.and adjusted by the National Geodetic Survey in February 2007.
 AH6249
 AH6249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6249.The horizontal coordinates are valid at the epoch date displayed above.
 AH6249.The epoch date for horizontal control is a decimal equivalence
 AH6249.of Year/Month/Day.
 AH6249
 AH6249.The orthometric height was determined by GPS observations and a
 AH6249.high-resolution geoid model.
 AH6249 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6249 ** and geoid heights are valid at the date of observation. These heights
 AH6249 ** must always be validated when used as control.
 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 more information.
 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
 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     -   117,644.029 1,059,469.312   MT  0.99995516   +0 18 24.7
 AH6249;SPC LA S     -   385,970.45  3,475,942.23   sFT  0.99995516   +0 18 24.7
 AH6249;UTM  15      - 3,272,189.742   720,929.308   MT  1.00020229   +1 07 31.6
 AH6249
 AH6249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6249!SPC LA S     -   1.00000385  x   0.99995516  =   0.99995901
 AH6249!UTM  15      -   1.00000385  x   1.00020229  =   1.00020614
 AH6249
 AH6249:                Primary Azimuth Mark                     Grid Az
 AH6249:SPC LA S     -  DUB 02                                   175 12 32.8
 AH6249:UTM  15      -  DUB 02                                   174 23 25.9
 AH6249
 AH6249|---------------------------------------------------------------------|
 AH6249| PID    Reference Object                     Distance      Geod. Az  |
 AH6249|                                                           dddmmss.s |
 AH6249| AH6252 DUB 02                              APPROX. 0.8 KM 1753057.5 |
 AH6249|---------------------------------------------------------------------|
 AH6249
 AH6249                          SUPERSEDED SURVEY CONTROL
 AH6249
 AH6249  ELLIP H (02/21/02)  -24.478  (m)                       GP(       ) 5 1
 AH6249  NAD 83(1992)-  29 33 35.63239(N)    090 43 10.71240(W) AD(       ) 1
 AH6249  ELLIP H (12/17/98)  -24.433  (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 = MARCH 13, 2009
 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(2007)-  29 33 10.55088(N)    090 43 08.46370(W)     ADJUSTED  
 AH6252* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6252  **This station is located in a suspected subsidence area (see below).
 AH6252  ___________________________________________________________________
 AH6252  EPOCH DATE  -        2002.00
 AH6252  X           -     -69,682.094 (meters)                     COMP
 AH6252  Y           -  -5,552,408.988 (meters)                     COMP
 AH6252  Z           -   3,127,347.805 (meters)                     COMP
 AH6252  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6252  ELLIP HEIGHT-         -24.423 (meters)          (02/10/07) ADJUSTED
 AH6252  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AH6252
 AH6252  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6252  Type    PID    Designation                      North   East  Ellip
 AH6252  -------------------------------------------------------------------
 AH6252  NETWORK AH6252 DUB 02                            1.22   1.33   2.90
 AH6252  -------------------------------------------------------------------
 AH6252
 AH6252.The horizontal coordinates were established by GPS observations
 AH6252.and adjusted by the National Geodetic Survey in February 2007.
 AH6252
 AH6252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6252.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6252.The horizontal coordinates are valid at the epoch date displayed above.
 AH6252.The epoch date for horizontal control is a decimal equivalence
 AH6252.of Year/Month/Day.
 AH6252
 AH6252.The orthometric height was determined by GPS observations and a
 AH6252.high-resolution geoid model.
 AH6252 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6252 ** and geoid heights are valid at the date of observation. These heights
 AH6252 ** must always be validated when used as control.
 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 more information.
 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
 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     -   116,872.139 1,059,534.005   MT  0.99995610   +0 18 25.8
 AH6252;SPC LA S     -   383,438.01  3,476,154.48   sFT  0.99995610   +0 18 25.8
 AH6252;UTM  15      - 3,271,418.665   721,005.039   MT  1.00020270   +1 07 31.8
 AH6252
 AH6252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6252!SPC LA S     -   1.00000384  x   0.99995610  =   0.99995994
 AH6252!UTM  15      -   1.00000384  x   1.00020270  =   1.00020654
 AH6252
 AH6252:                Primary Azimuth Mark                     Grid Az
 AH6252:SPC LA S     -  DUB 03                                   174 38 23.5
 AH6252:UTM  15      -  DUB 03                                   173 49 17.5
 AH6252
 AH6252|---------------------------------------------------------------------|
 AH6252| PID    Reference Object                     Distance      Geod. Az  |
 AH6252|                                                           dddmmss.s |
 AH6252| AH6260 DUB 03                              APPROX. 0.8 KM 1745649.3 |
 AH6252|---------------------------------------------------------------------|
 AH6252
 AH6252                          SUPERSEDED SURVEY CONTROL
 AH6252
 AH6252  ELLIP H (02/21/02)  -24.404  (m)                       GP(       ) 5 1
 AH6252  NAD 83(1992)-  29 33 10.55111(N)    090 43 08.46284(W) AD(       ) 1
 AH6252  ELLIP H (12/17/98)  -24.362  (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 = MARCH 13, 2009
 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(2007)-  29 32 43.78851(N)    090 43 05.75746(W)     ADJUSTED  
 AH6260* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6260  **This station is located in a suspected subsidence area (see below).
 AH6260  ___________________________________________________________________
 AH6260  EPOCH DATE  -        2002.00
 AH6260  X           -     -69,614.342 (meters)                     COMP
 AH6260  Y           -  -5,552,816.477 (meters)                     COMP
 AH6260  Z           -   3,126,631.094 (meters)                     COMP
 AH6260  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6260  ELLIP HEIGHT-         -24.164 (meters)          (02/10/07) ADJUSTED
 AH6260  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 AH6260
 AH6260  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6260  Type    PID    Designation                      North   East  Ellip
 AH6260  -------------------------------------------------------------------
 AH6260  NETWORK AH6260 DUB 03                            1.27   1.27   2.80
 AH6260  -------------------------------------------------------------------
 AH6260
 AH6260.The horizontal coordinates were established by GPS observations
 AH6260.and adjusted by the National Geodetic Survey in February 2007.
 AH6260
 AH6260.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6260.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6260.The horizontal coordinates are valid at the epoch date displayed above.
 AH6260.The epoch date for horizontal control is a decimal equivalence
 AH6260.of Year/Month/Day.
 AH6260
 AH6260.The orthometric height was determined by GPS observations and a
 AH6260.high-resolution geoid model.
 AH6260 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6260 ** and geoid heights are valid at the date of observation. These heights
 AH6260 ** must always be validated when used as control.
 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 more information.
 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
 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     -   116,048.558 1,059,611.279   MT  0.99995711   +0 18 27.1
 AH6260;SPC LA S     -   380,735.98  3,476,408.00   sFT  0.99995711   +0 18 27.1
 AH6260;UTM  15      - 3,270,596.068   721,094.088   MT  1.00020319   +1 07 32.2
 AH6260
 AH6260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6260!SPC LA S     -   1.00000380  x   0.99995711  =   0.99996090
 AH6260!UTM  15      -   1.00000380  x   1.00020319  =   1.00020699
 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 3545650.6 |
 AH6260|---------------------------------------------------------------------|
 AH6260
 AH6260                          SUPERSEDED SURVEY CONTROL
 AH6260
 AH6260  ELLIP H (02/21/02)  -24.144  (m)                       GP(       ) 5 1
 AH6260  NAD 83(1992)-  29 32 43.78874(N)    090 43 05.75659(W) AD(       ) 1
 AH6260  ELLIP H (12/17/98)  -24.103  (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 = MARCH 13, 2009
 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(2007)-  29 32 18.73181(N)    090 43 08.95910(W)     ADJUSTED  
 AH6254* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6254  **This station is located in a suspected subsidence area (see below).
 AH6254  ___________________________________________________________________
 AH6254  EPOCH DATE  -        2002.00
 AH6254  X           -     -69,705.311 (meters)                     COMP
 AH6254  Y           -  -5,553,196.004 (meters)                     COMP
 AH6254  Z           -   3,125,960.032 (meters)                     COMP
 AH6254  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6254  ELLIP HEIGHT-         -23.886 (meters)          (02/10/07) ADJUSTED
 AH6254  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6254
 AH6254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6254  Type    PID    Designation                      North   East  Ellip
 AH6254  -------------------------------------------------------------------
 AH6254  NETWORK AH6254 DUB 04                            1.29   1.25   2.78
 AH6254  -------------------------------------------------------------------
 AH6254
 AH6254.The horizontal coordinates were established by GPS observations
 AH6254.and adjusted by the National Geodetic Survey in February 2007.
 AH6254
 AH6254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6254.The horizontal coordinates are valid at the epoch date displayed above.
 AH6254.The epoch date for horizontal control is a decimal equivalence
 AH6254.of Year/Month/Day.
 AH6254
 AH6254.The orthometric height was determined by GPS observations and a
 AH6254.high-resolution geoid model.
 AH6254 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6254 ** and geoid heights are valid at the date of observation. These heights
 AH6254 ** must always be validated when used as control.
 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 more information.
 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
 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     -   115,276.638 1,059,529.221   MT  0.99995808   +0 18 25.5
 AH6254;SPC LA S     -   378,203.44  3,476,138.79   sFT  0.99995808   +0 18 25.5
 AH6254;UTM  15      - 3,269,822.866   721,023.040   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 (02/21/02)  -23.866  (m)                       GP(       ) 5 1
 AH6254  NAD 83(1992)-  29 32 18.73204(N)    090 43 08.95823(W) AD(       ) 1
 AH6254  ELLIP H (12/17/98)  -23.824  (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 = MARCH 13, 2009
 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(2007)-  29 32 03.24519(N)    090 43 29.12845(W)     ADJUSTED  
 AH6256* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6256  **This station is located in a suspected subsidence area (see below).
 AH6256  ___________________________________________________________________
 AH6256  EPOCH DATE  -        2002.00
 AH6256  X           -     -70,251.299 (meters)                     COMP
 AH6256  Y           -  -5,553,424.480 (meters)                     COMP
 AH6256  Z           -   3,125,545.318 (meters)                     COMP
 AH6256  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6256  ELLIP HEIGHT-         -23.576 (meters)          (02/10/07) ADJUSTED
 AH6256  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6256
 AH6256  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6256  Type    PID    Designation                      North   East  Ellip
 AH6256  -------------------------------------------------------------------
 AH6256  NETWORK AH6256 DUB 05                            1.49   1.47   3.53
 AH6256  -------------------------------------------------------------------
 AH6256
 AH6256.The horizontal coordinates were established by GPS observations
 AH6256.and adjusted by the National Geodetic Survey in February 2007.
 AH6256
 AH6256.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6256.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6256.The horizontal coordinates are valid at the epoch date displayed above.
 AH6256.The epoch date for horizontal control is a decimal equivalence
 AH6256.of Year/Month/Day.
 AH6256
 AH6256.The orthometric height was determined by GPS observations and a
 AH6256.high-resolution geoid model.
 AH6256 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6256 ** and geoid heights are valid at the date of observation. These heights
 AH6256 ** must always be validated when used as control.
 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 more information.
 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
 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     -   114,796.931 1,058,988.726   MT  0.99995868   +0 18 15.5
 AH6256;SPC LA S     -   376,629.60  3,474,365.51   sFT  0.99995868   +0 18 15.5
 AH6256;UTM  15      - 3,269,335.376   720,489.318   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 (02/21/02)  -23.557  (m)                       GP(       ) 5 1
 AH6256  NAD 83(1992)-  29 32 03.24542(N)    090 43 29.12758(W) AD(       ) 1
 AH6256  ELLIP H (12/17/98)  -23.516  (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 = MARCH 13, 2009
 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(2007)-  29 31 46.90122(N)    090 43 52.39115(W)     ADJUSTED  
 AH6257* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6257  **This station is located in a suspected subsidence area (see below).
 AH6257  ___________________________________________________________________
 AH6257  EPOCH DATE  -        2002.00
 AH6257  X           -     -70,880.777 (meters)                     COMP
 AH6257  Y           -  -5,553,663.997 (meters)                     COMP
 AH6257  Z           -   3,125,107.154 (meters)                     COMP
 AH6257  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6257  ELLIP HEIGHT-         -24.210 (meters)          (02/10/07) ADJUSTED
 AH6257  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 AH6257
 AH6257  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6257  Type    PID    Designation                      North   East  Ellip
 AH6257  -------------------------------------------------------------------
 AH6257  NETWORK AH6257 DUB 06                            1.45   1.51   3.70
 AH6257  -------------------------------------------------------------------
 AH6257
 AH6257.The horizontal coordinates were established by GPS observations
 AH6257.and adjusted by the National Geodetic Survey in February 2007.
 AH6257
 AH6257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6257.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6257.The horizontal coordinates are valid at the epoch date displayed above.
 AH6257.The epoch date for horizontal control is a decimal equivalence
 AH6257.of Year/Month/Day.
 AH6257
 AH6257.The orthometric height was determined by GPS observations and a
 AH6257.high-resolution geoid model.
 AH6257 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6257 ** and geoid heights are valid at the date of observation. These heights
 AH6257 ** must always be validated when used as control.
 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 more information.
 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
 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     -   114,290.417 1,058,365.033   MT  0.99995933   +0 18 03.8
 AH6257;SPC LA S     -   374,967.81  3,472,319.28   sFT  0.99995933   +0 18 03.8
 AH6257;UTM  15      - 3,268,819.889   719,872.769   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 57.7
 AH6257:UTM  15      -  DUB 07                                   235 01 54.3
 AH6257
 AH6257|---------------------------------------------------------------------|
 AH6257| PID    Reference Object                     Distance      Geod. Az  |
 AH6257|                                                           dddmmss.s |
 AH6257| AH6262 DUB 07                              APPROX. 0.8 KM 2360901.5 |
 AH6257|---------------------------------------------------------------------|
 AH6257
 AH6257                          SUPERSEDED SURVEY CONTROL
 AH6257
 AH6257  ELLIP H (02/21/02)  -24.196  (m)                       GP(       ) 5 1
 AH6257  NAD 83(1992)-  29 31 46.90144(N)    090 43 52.39030(W) AD(       ) 1
 AH6257  ELLIP H (12/17/98)  -24.155  (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 = MARCH 13, 2009
 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(2007)-  29 31 32.89437(N)    090 44 16.26928(W)     ADJUSTED  
 AH6262* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6262  **This station is located in a suspected subsidence area (see below).
 AH6262  ___________________________________________________________________
 AH6262  EPOCH DATE  -        2002.00
 AH6262  X           -     -71,526.433 (meters)                     COMP
 AH6262  Y           -  -5,553,868.499 (meters)                     COMP
 AH6262  Z           -   3,124,732.017 (meters)                     COMP
 AH6262  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6262  ELLIP HEIGHT-         -23.966 (meters)          (02/10/07) ADJUSTED
 AH6262  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AH6262
 AH6262  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6262  Type    PID    Designation                      North   East  Ellip
 AH6262  -------------------------------------------------------------------
 AH6262  NETWORK AH6262 DUB 07                            1.31   1.45   3.27
 AH6262  -------------------------------------------------------------------
 AH6262
 AH6262.The horizontal coordinates were established by GPS observations
 AH6262.and adjusted by the National Geodetic Survey in February 2007.
 AH6262
 AH6262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6262.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6262.The horizontal coordinates are valid at the epoch date displayed above.
 AH6262.The epoch date for horizontal control is a decimal equivalence
 AH6262.of Year/Month/Day.
 AH6262
 AH6262.The orthometric height was determined by GPS observations and a
 AH6262.high-resolution geoid model.
 AH6262 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6262 ** and geoid heights are valid at the date of observation. These heights
 AH6262 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,855.807 1,057,724.338   MT  0.99995988   +0 17 51.9
 AH6262;SPC LA S     -   373,541.93  3,470,217.27   sFT  0.99995988   +0 17 51.9
 AH6262;UTM  15      - 3,268,376.077   719,238.191   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 57.9
 AH6262:UTM  15      -  DUB 06                                   055 01 54.8
 AH6262
 AH6262|---------------------------------------------------------------------|
 AH6262| PID    Reference Object                     Distance      Geod. Az  |
 AH6262|                                                           dddmmss.s |
 AH6262| AH6257 DUB 06                              APPROX. 0.8 KM 0560849.8 |
 AH6262| AH6264 DUB 08                              APPROX. 0.8 KM 2271917.2 |
 AH6262|---------------------------------------------------------------------|
 AH6262
 AH6262                          SUPERSEDED SURVEY CONTROL
 AH6262
 AH6262  ELLIP H (02/21/02)  -23.951  (m)                       GP(       ) 5 1
 AH6262  NAD 83(1992)-  29 31 32.89461(N)    090 44 16.26842(W) AD(       ) 1
 AH6262  ELLIP H (12/17/98)  -23.910  (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 = MARCH 13, 2009
 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(2007)-  29 31 14.85310(N)    090 44 38.63935(W)     ADJUSTED  
 AH6264* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6264  **This station is located in a suspected subsidence area (see below).
 AH6264  ___________________________________________________________________
 AH6264  EPOCH DATE  -        2002.00
 AH6264  X           -     -72,132.321 (meters)                     COMP
 AH6264  Y           -  -5,554,134.322 (meters)                     COMP
 AH6264  Z           -   3,124,248.599 (meters)                     COMP
 AH6264  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6264  ELLIP HEIGHT-         -24.078 (meters)          (02/10/07) ADJUSTED
 AH6264  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6264
 AH6264  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6264  Type    PID    Designation                      North   East  Ellip
 AH6264  -------------------------------------------------------------------
 AH6264  NETWORK AH6264 DUB 08                            1.41   1.78   3.55
 AH6264  -------------------------------------------------------------------
 AH6264
 AH6264.The horizontal coordinates were established by GPS observations
 AH6264.and adjusted by the National Geodetic Survey in February 2007.
 AH6264
 AH6264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6264.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6264.The horizontal coordinates are valid at the epoch date displayed above.
 AH6264.The epoch date for horizontal control is a decimal equivalence
 AH6264.of Year/Month/Day.
 AH6264
 AH6264.The orthometric height was determined by GPS observations and a
 AH6264.high-resolution geoid model.
 AH6264 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6264 ** and geoid heights are valid at the date of observation. These heights
 AH6264 ** must always be validated when used as control.
 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 more information.
 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
 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     -   113,297.230 1,057,124.839   MT  0.99996061   +0 17 40.7
 AH6264;SPC LA S     -   371,709.33  3,468,250.41   sFT  0.99996061   +0 17 40.7
 AH6264;UTM  15      - 3,267,808.873   718,646.586   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 25.4
 AH6264:UTM  15      -  DUB 07                                   046 12 22.8
 AH6264
 AH6264|---------------------------------------------------------------------|
 AH6264| PID    Reference Object                     Distance      Geod. Az  |
 AH6264|                                                           dddmmss.s |
 AH6264| AH6262 DUB 07                              APPROX. 0.8 KM 0471906.1 |
 AH6264|---------------------------------------------------------------------|
 AH6264
 AH6264                          SUPERSEDED SURVEY CONTROL
 AH6264
 AH6264  ELLIP H (02/21/02)  -24.059  (m)                       GP(       ) 5 1
 AH6264  NAD 83(1992)-  29 31 14.85336(N)    090 44 38.63837(W) AD(       ) 1
 AH6264  ELLIP H (12/17/98)  -24.018  (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 = MARCH 13, 2009
 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(2007)-  29 29 49.88125(N)    090 45 05.93157(W)     ADJUSTED  
 AH6272* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6272  **This station is located in a suspected subsidence area (see below).
 AH6272  ___________________________________________________________________
 AH6272  EPOCH DATE  -        2002.00
 AH6272  X           -     -72,884.138 (meters)                     COMP
 AH6272  Y           -  -5,555,414.039 (meters)                     COMP
 AH6272  Z           -   3,121,972.131 (meters)                     COMP
 AH6272  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6272  ELLIP HEIGHT-         -23.220 (meters)          (02/10/07) ADJUSTED
 AH6272  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 AH6272
 AH6272  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6272  Type    PID    Designation                      North   East  Ellip
 AH6272  -------------------------------------------------------------------
 AH6272  NETWORK AH6272 DUB 09                            2.12   1.45   4.27
 AH6272  -------------------------------------------------------------------
 AH6272
 AH6272.The horizontal coordinates were established by GPS observations
 AH6272.and adjusted by the National Geodetic Survey in February 2007.
 AH6272
 AH6272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6272.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6272.The horizontal coordinates are valid at the epoch date displayed above.
 AH6272.The epoch date for horizontal control is a decimal equivalence
 AH6272.of Year/Month/Day.
 AH6272
 AH6272.The orthometric height was determined by GPS observations and a
 AH6272.high-resolution geoid model.
 AH6272 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6272 ** and geoid heights are valid at the date of observation. These heights
 AH6272 ** must always be validated when used as control.
 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 more information.
 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
 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     -   110,677.319 1,056,403.191   MT  0.99996412   +0 17 27.1
 AH6272;SPC LA S     -   363,113.84  3,465,882.80   sFT  0.99996412   +0 17 27.1
 AH6272;UTM  15      - 3,265,178.344   717,962.213   MT  1.00018623   +1 06 26.9
 AH6272
 AH6272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6272!SPC LA S     -   1.00000365  x   0.99996412  =   0.99996777
 AH6272!UTM  15      -   1.00000365  x   1.00018623  =   1.00018988
 AH6272
 AH6272                          SUPERSEDED SURVEY CONTROL
 AH6272
 AH6272  ELLIP H (02/21/02)  -23.183  (m)                       GP(       ) 5 1
 AH6272  NAD 83(1992)-  29 29 49.88154(N)    090 45 05.93056(W) AD(       ) 1
 AH6272  ELLIP H (12/17/98)  -23.155  (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 = MARCH 13, 2009
 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(2007)-  29 29 23.48482(N)    090 44 53.96628(W)     ADJUSTED  
 AH6273* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6273  **This station is located in a suspected subsidence area (see below).
 AH6273  ___________________________________________________________________
 AH6273  EPOCH DATE  -        2002.00
 AH6273  X           -     -72,567.090 (meters)                     COMP
 AH6273  Y           -  -5,555,817.709 (meters)                     COMP
 AH6273  Z           -   3,121,264.344 (meters)                     COMP
 AH6273  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6273  ELLIP HEIGHT-         -23.965 (meters)          (02/10/07) ADJUSTED
 AH6273  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH6273
 AH6273  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6273  Type    PID    Designation                      North   East  Ellip
 AH6273  -------------------------------------------------------------------
 AH6273  NETWORK AH6273 DUB 10                            1.29   1.20   3.14
 AH6273  -------------------------------------------------------------------
 AH6273
 AH6273.The horizontal coordinates were established by GPS observations
 AH6273.and adjusted by the National Geodetic Survey in February 2007.
 AH6273
 AH6273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6273.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6273.The horizontal coordinates are valid at the epoch date displayed above.
 AH6273.The epoch date for horizontal control is a decimal equivalence
 AH6273.of Year/Month/Day.
 AH6273
 AH6273.The orthometric height was determined by GPS observations and a
 AH6273.high-resolution geoid model.
 AH6273 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6273 ** and geoid heights are valid at the date of observation. These heights
 AH6273 ** must always be validated when used as control.
 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 more information.
 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
 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     -   109,866.253 1,056,729.619   MT  0.99996524   +0 17 33.0
 AH6273;SPC LA S     -   360,452.87  3,466,953.76   sFT  0.99996524   +0 17 33.0
 AH6273;UTM  15      - 3,264,371.833   718,300.241   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 11.5
 AH6273:UTM  15      -  DUB 11                                   175 59 12.6
 AH6273
 AH6273|---------------------------------------------------------------------|
 AH6273| PID    Reference Object                     Distance      Geod. Az  |
 AH6273|                                                           dddmmss.s |
 AH6273| AH6274 DUB 11                              APPROX. 0.9 KM 1770544.5 |
 AH6273|---------------------------------------------------------------------|
 AH6273
 AH6273                          SUPERSEDED SURVEY CONTROL
 AH6273
 AH6273  ELLIP H (02/21/02)  -23.928  (m)                       GP(       ) 5 1
 AH6273  NAD 83(1992)-  29 29 23.48504(N)    090 44 53.96525(W) AD(       ) 1
 AH6273  ELLIP H (12/17/98)  -23.904  (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 = MARCH 13, 2009
 AH6274 ***********************************************************************
 AH6274  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 28 55.61804(N)    090 44 52.35046(W)     ADJUSTED  
 AH6274* NAVD 88     -         1.12   (meters)       3.7    (feet)  GPS OBS(2006.81)
 AH6274  **This station is located in a suspected subsidence area (see below).
 AH6274  ___________________________________________________________________
 AH6274  EPOCH DATE  -        2002.00
 AH6274  X           -     -72,529.080 (meters)                     COMP
 AH6274  Y           -  -5,556,240.627 (meters)                     COMP
 AH6274  Z           -   3,120,517.499 (meters)                     COMP
 AH6274  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6274  ELLIP HEIGHT-         -23.893 (meters)          (03/12/08) ADJUSTED
 AH6274  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 AH6274  HORZ ORDER  -  A
 AH6274  ELLP ORDER  -  THIRD     CLASS I
 AH6274
 AH6274.The horizontal coordinates were established by GPS observations
 AH6274.and adjusted by the National Geodetic Survey in March 2008.
 AH6274
 AH6274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6274.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6274.The horizontal coordinates are valid at the epoch date displayed above.
 AH6274.The epoch date for horizontal control is a decimal equivalence
 AH6274.of Year/Month/Day.
 AH6274
 AH6274.The orthometric height was determined by GPS observations and a
 AH6274.high-resolution geoid model.
 AH6274 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6274 ** and geoid heights are valid at the date of observation. These heights
 AH6274 ** must always be validated when used as control.
 AH6274 ** The orthometric height was determined by GPS observations using
 AH6274 ** precise GPS observation and processing techniques and a new
 AH6274 ** realization of GEOID03. It supersedes any height that may have been
 AH6274 ** previously determined for this station.
 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
 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     -   109,008.499 1,056,777.527   MT  0.99996645   +0 17 33.9
 AH6274;SPC LA S     -   357,638.72  3,467,110.94   sFT  0.99996645   +0 17 33.9
 AH6274;UTM  15      - 3,263,514.658   718,360.377   MT  1.00018837   +1 06 31.8
 AH6274
 AH6274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6274!SPC LA S     -   1.00000375  x   0.99996645  =   0.99997020
 AH6274!UTM  15      -   1.00000375  x   1.00018837  =   1.00019212
 AH6274
 AH6274:                Primary Azimuth Mark                     Grid Az
 AH6274:SPC LA S     -  DUB 12                                   180 04 56.9
 AH6274:UTM  15      -  DUB 12                                   179 15 59.0
 AH6274
 AH6274|---------------------------------------------------------------------|
 AH6274| PID    Reference Object                     Distance      Geod. Az  |
 AH6274|                                                           dddmmss.s |
 AH6274| AH6276 DUB 12                              APPROX. 0.8 KM 1802230.8 |
 AH6274|---------------------------------------------------------------------|
 AH6274
 AH6274                          SUPERSEDED SURVEY CONTROL
 AH6274
 AH6274  NAD 83(2007)-  29 28 55.61733(N)    090 44 52.35036(W) AD(       ) 0
 AH6274  ELLIP H (02/10/07)  -23.867  (m)                       GP(       )    
 AH6274  ELLIP H (02/21/02)  -23.831  (m)                       GP(       ) 5 1
 AH6274  NAD 83(1992)-  29 28 55.61757(N)    090 44 52.34935(W) AD(       ) 1
 AH6274  ELLIP H (12/17/98)  -23.806  (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 - October 30, 2007
 AH6274
 AH6274  HISTORY     - Date     Condition        Report By
 AH6274  HISTORY     - 1995     MONUMENTED       MPHI
 AH6274  HISTORY     - 20060602 GOOD             NGS
 AH6274  HISTORY     - 20071030 GOOD             NGS
 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.
 AH6274
 AH6274                          STATION RECOVERY (2006)
 AH6274
 AH6274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AH6274'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6274
 AH6274                          STATION RECOVERY (2007)
 AH6274
 AH6274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AH6274'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AH6274'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AH6274'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AH6274'PROTECTIVE BUMPERS TUBES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 28 29.65505(N)    090 44 52.54477(W)     ADJUSTED  
 AH6276* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6276  **This station is located in a suspected subsidence area (see below).
 AH6276  ___________________________________________________________________
 AH6276  EPOCH DATE  -        2002.00
 AH6276  X           -     -72,539.452 (meters)                     COMP
 AH6276  Y           -  -5,556,634.087 (meters)                     COMP
 AH6276  Z           -   3,119,821.696 (meters)                     COMP
 AH6276  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6276  ELLIP HEIGHT-         -23.684 (meters)          (02/10/07) ADJUSTED
 AH6276  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6276
 AH6276  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6276  Type    PID    Designation                      North   East  Ellip
 AH6276  -------------------------------------------------------------------
 AH6276  NETWORK AH6276 DUB 12                            1.51   1.41   3.43
 AH6276  -------------------------------------------------------------------
 AH6276
 AH6276.The horizontal coordinates were established by GPS observations
 AH6276.and adjusted by the National Geodetic Survey in February 2007.
 AH6276
 AH6276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6276.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6276.The horizontal coordinates are valid at the epoch date displayed above.
 AH6276.The epoch date for horizontal control is a decimal equivalence
 AH6276.of Year/Month/Day.
 AH6276
 AH6276.The orthometric height was determined by GPS observations and a
 AH6276.high-resolution geoid model.
 AH6276 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6276 ** and geoid heights are valid at the date of observation. These heights
 AH6276 ** must always be validated when used as control.
 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 more information.
 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
 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     -   108,209.111 1,056,776.376   MT  0.99996759   +0 17 33.8
 AH6276;SPC LA S     -   355,016.06  3,467,107.16   sFT  0.99996759   +0 17 33.8
 AH6276;UTM  15      - 3,262,715.157   718,370.613   MT  1.00018843   +1 06 30.8
 AH6276
 AH6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6276!SPC LA S     -   1.00000372  x   0.99996759  =   0.99997131
 AH6276!UTM  15      -   1.00000372  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 (02/21/02)  -23.647  (m)                       GP(       ) 5 1
 AH6276  NAD 83(1992)-  29 28 29.65529(N)    090 44 52.54376(W) AD(       ) 1
 AH6276  ELLIP H (12/17/98)  -23.623  (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 = MARCH 13, 2009
 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(2007)-  29 28 04.23594(N)    090 44 53.73904(W)     ADJUSTED  
 AH6277* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6277  **This station is located in a suspected subsidence area (see below).
 AH6277  ___________________________________________________________________
 AH6277  EPOCH DATE  -        2002.00
 AH6277  X           -     -72,576.651 (meters)                     COMP
 AH6277  Y           -  -5,557,018.566 (meters)                     COMP
 AH6277  Z           -   3,119,140.251 (meters)                     COMP
 AH6277  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6277  ELLIP HEIGHT-         -23.825 (meters)          (02/10/07) ADJUSTED
 AH6277  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 AH6277
 AH6277  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6277  Type    PID    Designation                      North   East  Ellip
 AH6277  -------------------------------------------------------------------
 AH6277  NETWORK AH6277 DUB 13                            1.61   1.55   3.68
 AH6277  -------------------------------------------------------------------
 AH6277
 AH6277.The horizontal coordinates were established by GPS observations
 AH6277.and adjusted by the National Geodetic Survey in February 2007.
 AH6277
 AH6277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6277.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6277.The horizontal coordinates are valid at the epoch date displayed above.
 AH6277.The epoch date for horizontal control is a decimal equivalence
 AH6277.of Year/Month/Day.
 AH6277
 AH6277.The orthometric height was determined by GPS observations and a
 AH6277.high-resolution geoid model.
 AH6277 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6277 ** and geoid heights are valid at the date of observation. These heights
 AH6277 ** must always be validated when used as control.
 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 more information.
 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
 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     -   107,426.330 1,056,748.198   MT  0.99996872   +0 17 33.2
 AH6277;SPC LA S     -   352,447.88  3,467,014.71   sFT  0.99996872   +0 17 33.2
 AH6277;UTM  15      - 3,261,931.883   718,353.578   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 (02/21/02)  -23.788  (m)                       GP(       ) 5 1
 AH6277  NAD 83(1992)-  29 28 04.23618(N)    090 44 53.73803(W) AD(       ) 1
 AH6277  ELLIP H (12/17/98)  -23.764  (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 = MARCH 13, 2009
 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(2007)-  29 27 41.23875(N)    090 45 04.49097(W)     ADJUSTED  
 AH6282* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6282  **This station is located in a suspected subsidence area (see below).
 AH6282  ___________________________________________________________________
 AH6282  EPOCH DATE  -        2002.00
 AH6282  X           -     -72,870.896 (meters)                     COMP
 AH6282  Y           -  -5,557,363.716 (meters)                     COMP
 AH6282  Z           -   3,118,524.140 (meters)                     COMP
 AH6282  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6282  ELLIP HEIGHT-         -23.047 (meters)          (02/10/07) ADJUSTED
 AH6282  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH6282
 AH6282  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6282  Type    PID    Designation                      North   East  Ellip
 AH6282  -------------------------------------------------------------------
 AH6282  NETWORK AH6282 DUB 14                            1.49   1.45   3.41
 AH6282  -------------------------------------------------------------------
 AH6282
 AH6282.The horizontal coordinates were established by GPS observations
 AH6282.and adjusted by the National Geodetic Survey in February 2007.
 AH6282
 AH6282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6282.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6282.The horizontal coordinates are valid at the epoch date displayed above.
 AH6282.The epoch date for horizontal control is a decimal equivalence
 AH6282.of Year/Month/Day.
 AH6282
 AH6282.The orthometric height was determined by GPS observations and a
 AH6282.high-resolution geoid model.
 AH6282 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6282 ** and geoid heights are valid at the date of observation. These heights
 AH6282 ** must always be validated when used as control.
 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 more information.
 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
 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     -   106,716.805 1,056,462.112   MT  0.99996975   +0 17 27.8
 AH6282;SPC LA S     -   350,120.05  3,466,076.11   sFT  0.99996975   +0 17 27.8
 AH6282;UTM  15      - 3,261,218.202   718,077.559   MT  1.00018685   +1 06 23.3
 AH6282
 AH6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6282!SPC LA S     -   1.00000362  x   0.99996975  =   0.99997337
 AH6282!UTM  15      -   1.00000362  x   1.00018685  =   1.00019047
 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 1691928.7 |
 AH6282|---------------------------------------------------------------------|
 AH6282
 AH6282                          SUPERSEDED SURVEY CONTROL
 AH6282
 AH6282  ELLIP H (02/21/02)  -23.009  (m)                       GP(       ) 5 1
 AH6282  NAD 83(1992)-  29 27 41.23899(N)    090 45 04.48996(W) AD(       ) 1
 AH6282  ELLIP H (12/17/98)  -22.985  (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 = MARCH 13, 2009
 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(2007)-  29 27 18.20188(N)    090 44 59.52908(W)     ADJUSTED  
 AH6283* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6283  **This station is located in a suspected subsidence area (see below).
 AH6283  ___________________________________________________________________
 AH6283  EPOCH DATE  -        2002.00
 AH6283  X           -     -72,741.768 (meters)                     COMP
 AH6283  Y           -  -5,557,713.799 (meters)                     COMP
 AH6283  Z           -   3,117,906.281 (meters)                     COMP
 AH6283  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6283  ELLIP HEIGHT-         -23.580 (meters)          (02/10/07) ADJUSTED
 AH6283  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 AH6283
 AH6283  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6283  Type    PID    Designation                      North   East  Ellip
 AH6283  -------------------------------------------------------------------
 AH6283  NETWORK AH6283 DUB 15                            1.49   1.53   3.51
 AH6283  -------------------------------------------------------------------
 AH6283
 AH6283.The horizontal coordinates were established by GPS observations
 AH6283.and adjusted by the National Geodetic Survey in February 2007.
 AH6283
 AH6283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6283.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6283.The horizontal coordinates are valid at the epoch date displayed above.
 AH6283.The epoch date for horizontal control is a decimal equivalence
 AH6283.of Year/Month/Day.
 AH6283
 AH6283.The orthometric height was determined by GPS observations and a
 AH6283.high-resolution geoid model.
 AH6283 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6283 ** and geoid heights are valid at the date of observation. These heights
 AH6283 ** must always be validated when used as control.
 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 more information.
 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
 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     -   106,008.215 1,056,599.417   MT  0.99997080   +0 17 30.3
 AH6283;SPC LA S     -   347,795.29  3,466,526.59   sFT  0.99997080   +0 17 30.3
 AH6283;UTM  15      - 3,260,511.483   718,224.965   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 43.9
 AH6283:UTM  15      -  DUB 16                                   165 31 49.3
 AH6283
 AH6283|---------------------------------------------------------------------|
 AH6283| PID    Reference Object                     Distance      Geod. Az  |
 AH6283|                                                           dddmmss.s |
 AH6283| AH6289 DUB 16                              APPROX. 0.8 KM 1663814.2 |
 AH6283|---------------------------------------------------------------------|
 AH6283
 AH6283                          SUPERSEDED SURVEY CONTROL
 AH6283
 AH6283  ELLIP H (02/21/02)  -23.543  (m)                       GP(       ) 5 1
 AH6283  NAD 83(1992)-  29 27 18.20211(N)    090 44 59.52806(W) AD(       ) 1
 AH6283  ELLIP H (12/17/98)  -23.519  (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 = MARCH 13, 2009
 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(2007)-  29 26 53.02028(N)    090 44 52.69472(W)     ADJUSTED  
 AH6289* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6289  **This station is located in a suspected subsidence area (see below).
 AH6289  ___________________________________________________________________
 AH6289  EPOCH DATE  -        2002.00
 AH6289  X           -     -72,562.598 (meters)                     COMP
 AH6289  Y           -  -5,558,097.531 (meters)                     COMP
 AH6289  Z           -   3,117,231.219 (meters)                     COMP
 AH6289  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6289  ELLIP HEIGHT-         -23.425 (meters)          (02/10/07) ADJUSTED
 AH6289  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6289
 AH6289  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6289  Type    PID    Designation                      North   East  Ellip
 AH6289  -------------------------------------------------------------------
 AH6289  NETWORK AH6289 DUB 16                            1.49   1.53   3.61
 AH6289  -------------------------------------------------------------------
 AH6289
 AH6289.The horizontal coordinates were established by GPS observations
 AH6289.and adjusted by the National Geodetic Survey in February 2007.
 AH6289
 AH6289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6289.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6289.The horizontal coordinates are valid at the epoch date displayed above.
 AH6289.The epoch date for horizontal control is a decimal equivalence
 AH6289.of Year/Month/Day.
 AH6289
 AH6289.The orthometric height was determined by GPS observations and a
 AH6289.high-resolution geoid model.
 AH6289 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6289 ** and geoid heights are valid at the date of observation. These heights
 AH6289 ** must always be validated when used as control.
 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 more information.
 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
 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     -   105,233.850 1,056,787.535   MT  0.99997196   +0 17 33.7
 AH6289;SPC LA S     -   345,254.72  3,467,143.77   sFT  0.99997196   +0 17 33.7
 AH6289;UTM  15      - 3,259,739.706   718,424.122   MT  1.00018872   +1 06 27.4
 AH6289
 AH6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6289!SPC LA S     -   1.00000368  x   0.99997196  =   0.99997564
 AH6289!UTM  15      -   1.00000368  x   1.00018872  =   1.00019240
 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 (02/21/02)  -23.386  (m)                       GP(       ) 5 1
 AH6289  NAD 83(1992)-  29 26 53.02049(N)    090 44 52.69367(W) AD(       ) 1
 AH6289  ELLIP H (12/17/98)  -23.364  (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 = MARCH 13, 2009
 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(2007)-  29 25 57.70092(N)    090 45 32.72965(W)     ADJUSTED  
 AH6291* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6291  **This station is located in a suspected subsidence area (see below).
 AH6291  ___________________________________________________________________
 AH6291  EPOCH DATE  -        2002.00
 AH6291  X           -     -73,652.476 (meters)                     COMP
 AH6291  Y           -  -5,558,919.721 (meters)                     COMP
 AH6291  Z           -   3,115,747.491 (meters)                     COMP
 AH6291  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6291  ELLIP HEIGHT-         -24.264 (meters)          (02/10/07) ADJUSTED
 AH6291  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6291
 AH6291  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6291  Type    PID    Designation                      North   East  Ellip
 AH6291  -------------------------------------------------------------------
 AH6291  NETWORK AH6291 DUB 17                            1.33   1.27   2.90
 AH6291  -------------------------------------------------------------------
 AH6291
 AH6291.The horizontal coordinates were established by GPS observations
 AH6291.and adjusted by the National Geodetic Survey in February 2007.
 AH6291
 AH6291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6291.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6291.The horizontal coordinates are valid at the epoch date displayed above.
 AH6291.The epoch date for horizontal control is a decimal equivalence
 AH6291.of Year/Month/Day.
 AH6291
 AH6291.The orthometric height was determined by GPS observations and a
 AH6291.high-resolution geoid model.
 AH6291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6291 ** and geoid heights are valid at the date of observation. These heights
 AH6291 ** must always be validated when used as control.
 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 more information.
 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
 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     -   103,525.189 1,055,717.221   MT  0.99997456   +0 17 13.7
 AH6291;SPC LA S     -   339,648.89  3,463,632.25   sFT  0.99997456   +0 17 13.7
 AH6291;UTM  15      - 3,258,015.633   717,377.989   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 (02/21/02)  -24.225  (m)                       GP(       ) 5 1
 AH6291  NAD 83(1992)-  29 25 57.70113(N)    090 45 32.72855(W) AD(       ) 1
 AH6291  ELLIP H (12/17/98)  -24.211  (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 = MARCH 13, 2009
 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(2007)-  29 25 35.61391(N)    090 45 48.03030(W)     ADJUSTED  
 AH6292* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6292  **This station is located in a suspected subsidence area (see below).
 AH6292  ___________________________________________________________________
 AH6292  EPOCH DATE  -        2002.00
 AH6292  X           -     -74,069.288 (meters)                     COMP
 AH6292  Y           -  -5,559,248.492 (meters)                     COMP
 AH6292  Z           -   3,115,155.270 (meters)                     COMP
 AH6292  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6292  ELLIP HEIGHT-         -24.110 (meters)          (02/10/07) ADJUSTED
 AH6292  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6292
 AH6292  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6292  Type    PID    Designation                      North   East  Ellip
 AH6292  -------------------------------------------------------------------
 AH6292  NETWORK AH6292 DUB 18                            1.45   1.29   3.06
 AH6292  -------------------------------------------------------------------
 AH6292
 AH6292.The horizontal coordinates were established by GPS observations
 AH6292.and adjusted by the National Geodetic Survey in February 2007.
 AH6292
 AH6292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6292.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6292.The horizontal coordinates are valid at the epoch date displayed above.
 AH6292.The epoch date for horizontal control is a decimal equivalence
 AH6292.of Year/Month/Day.
 AH6292
 AH6292.The orthometric height was determined by GPS observations and a
 AH6292.high-resolution geoid model.
 AH6292 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6292 ** and geoid heights are valid at the date of observation. These heights
 AH6292 ** must always be validated when used as control.
 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 more information.
 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
 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     -   102,843.103 1,055,308.223   MT  0.99997562   +0 17 06.0
 AH6292;SPC LA S     -   337,411.08  3,462,290.39   sFT  0.99997562   +0 17 06.0
 AH6292;UTM  15      - 3,257,327.660   716,978.644   MT  1.00018096   +1 05 57.5
 AH6292
 AH6292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6292!SPC LA S     -   1.00000379  x   0.99997562  =   0.99997941
 AH6292!UTM  15      -   1.00000379  x   1.00018096  =   1.00018475
 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 (02/21/02)  -24.071  (m)                       GP(       ) 5 1
 AH6292  NAD 83(1992)-  29 25 35.61412(N)    090 45 48.02921(W) AD(       ) 1
 AH6292  ELLIP H (12/17/98)  -24.057  (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 = MARCH 13, 2009
 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(2007)-  29 24 49.75773(N)    090 46 48.32580(W)     ADJUSTED  
 AH6299* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6299  **This station is located in a suspected subsidence area (see below).
 AH6299  ___________________________________________________________________
 AH6299  EPOCH DATE  -        2002.00
 AH6299  X           -     -75,703.820 (meters)                     COMP
 AH6299  Y           -  -5,559,920.778 (meters)                     COMP
 AH6299  Z           -   3,113,925.853 (meters)                     COMP
 AH6299  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6299  ELLIP HEIGHT-         -23.302 (meters)          (02/10/07) ADJUSTED
 AH6299  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6299
 AH6299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6299  Type    PID    Designation                      North   East  Ellip
 AH6299  -------------------------------------------------------------------
 AH6299  NETWORK AH6299 DUB 19                            1.80   1.76   4.37
 AH6299  -------------------------------------------------------------------
 AH6299
 AH6299.The horizontal coordinates were established by GPS observations
 AH6299.and adjusted by the National Geodetic Survey in February 2007.
 AH6299
 AH6299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6299.The horizontal coordinates are valid at the epoch date displayed above.
 AH6299.The epoch date for horizontal control is a decimal equivalence
 AH6299.of Year/Month/Day.
 AH6299
 AH6299.The orthometric height was determined by GPS observations and a
 AH6299.high-resolution geoid model.
 AH6299 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6299 ** and geoid heights are valid at the date of observation. These heights
 AH6299 ** must always be validated when used as control.
 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 more information.
 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
 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     -   101,423.292 1,053,689.864   MT  0.99997786   +0 16 35.9
 AH6299;SPC LA S     -   332,752.92  3,456,980.83   sFT  0.99997786   +0 16 35.9
 AH6299;UTM  15      - 3,255,884.708   715,380.304   MT  1.00017243   +1 05 26.3
 AH6299
 AH6299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6299!SPC LA S     -   1.00000366  x   0.99997786  =   0.99998152
 AH6299!UTM  15      -   1.00000366  x   1.00017243  =   1.00017609
 AH6299
 AH6299                          SUPERSEDED SURVEY CONTROL
 AH6299
 AH6299  ELLIP H (02/21/02)  -23.268  (m)                       GP(       ) 5 1
 AH6299  NAD 83(1992)-  29 24 49.75794(N)    090 46 48.32467(W) AD(       ) 1
 AH6299  ELLIP H (12/17/98)  -23.262  (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 = MARCH 13, 2009
 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(2007)-  29 24 30.83414(N)    090 47 11.57444(W)     ADJUSTED  
 AH6237* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6237  **This station is located in a suspected subsidence area (see below).
 AH6237  ___________________________________________________________________
 AH6237  EPOCH DATE  -        2002.00
 AH6237  X           -     -76,334.420 (meters)                     COMP
 AH6237  Y           -  -5,560,198.227 (meters)                     COMP
 AH6237  Z           -   3,113,418.254 (meters)                     COMP
 AH6237  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6237  ELLIP HEIGHT-         -23.393 (meters)          (02/10/07) ADJUSTED
 AH6237  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 AH6237
 AH6237  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6237  Type    PID    Designation                      North   East  Ellip
 AH6237  -------------------------------------------------------------------
 AH6237  NETWORK AH6237 DUB 20                            1.72   1.51   3.53
 AH6237  -------------------------------------------------------------------
 AH6237
 AH6237.The horizontal coordinates were established by GPS observations
 AH6237.and adjusted by the National Geodetic Survey in February 2007.
 AH6237
 AH6237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6237.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6237.The horizontal coordinates are valid at the epoch date displayed above.
 AH6237.The epoch date for horizontal control is a decimal equivalence
 AH6237.of Year/Month/Day.
 AH6237
 AH6237.The orthometric height was determined by GPS observations and a
 AH6237.high-resolution geoid model.
 AH6237 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6237 ** and geoid heights are valid at the date of observation. These heights
 AH6237 ** must always be validated when used as control.
 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 more information.
 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
 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     -   100,837.653 1,053,065.932   MT  0.99997880   +0 16 24.2
 AH6237;SPC LA S     -   330,831.53  3,454,933.81   sFT  0.99997880   +0 16 24.2
 AH6237;UTM  15      - 3,255,290.150   714,764.636   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 11.6
 AH6237:UTM  15      -  DUB 21                                   199 25 21.5
 AH6237
 AH6237|---------------------------------------------------------------------|
 AH6237| PID    Reference Object                     Distance      Geod. Az  |
 AH6237|                                                           dddmmss.s |
 AH6237| AH6217 DUB 21                              APPROX. 0.8 KM 2003035.8 |
 AH6237|---------------------------------------------------------------------|
 AH6237
 AH6237                          SUPERSEDED SURVEY CONTROL
 AH6237
 AH6237  ELLIP H (02/21/02)  -23.358  (m)                       GP(       ) 5 1
 AH6237  NAD 83(1992)-  29 24 30.83434(N)    090 47 11.57331(W) AD(       ) 1
 AH6237  ELLIP H (12/17/98)  -23.353  (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 = MARCH 13, 2009
 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(2007)-  29 24 06.57594(N)    090 47 21.93758(W)     ADJUSTED  
 AH6217* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6217  **This station is located in a suspected subsidence area (see below).
 AH6217  ___________________________________________________________________
 AH6217  EPOCH DATE  -        2002.00
 AH6217  X           -     -76,618.827 (meters)                     COMP
 AH6217  Y           -  -5,560,561.065 (meters)                     COMP
 AH6217  Z           -   3,112,767.581 (meters)                     COMP
 AH6217  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6217  ELLIP HEIGHT-         -23.391 (meters)          (02/10/07) ADJUSTED
 AH6217  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6217
 AH6217  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6217  Type    PID    Designation                      North   East  Ellip
 AH6217  -------------------------------------------------------------------
 AH6217  NETWORK AH6217 DUB 21                            1.33   1.25   3.04
 AH6217  -------------------------------------------------------------------
 AH6217
 AH6217.The horizontal coordinates were established by GPS observations
 AH6217.and adjusted by the National Geodetic Survey in February 2007.
 AH6217
 AH6217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6217.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6217.The horizontal coordinates are valid at the epoch date displayed above.
 AH6217.The epoch date for horizontal control is a decimal equivalence
 AH6217.of Year/Month/Day.
 AH6217
 AH6217.The orthometric height was determined by GPS observations and a
 AH6217.high-resolution geoid model.
 AH6217 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6217 ** and geoid heights are valid at the date of observation. These heights
 AH6217 ** must always be validated when used as control.
 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 more information.
 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
 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     -   100,089.447 1,052,790.104   MT  0.99998001   +0 16 19.1
 AH6217;SPC LA S     -   328,376.79  3,454,028.87   sFT  0.99998001   +0 16 19.1
 AH6217;UTM  15      - 3,254,537.960   714,499.412   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 11.6
 AH6217:UTM  15      -  DUB 20                                   019 25 22.3
 AH6217
 AH6217|---------------------------------------------------------------------|
 AH6217| PID    Reference Object                     Distance      Geod. Az  |
 AH6217|                                                           dddmmss.s |
 AH6217| AH6237 DUB 20                              APPROX. 0.8 KM 0203030.7 |
 AH6217| AH6218 DUB 22                              APPROX. 0.8 KM 2263237.5 |
 AH6217|---------------------------------------------------------------------|
 AH6217
 AH6217                          SUPERSEDED SURVEY CONTROL
 AH6217
 AH6217  ELLIP H (02/21/02)  -23.356  (m)                       GP(       ) 5 1
 AH6217  NAD 83(1992)-  29 24 06.57614(N)    090 47 21.93644(W) AD(       ) 1
 AH6217  ELLIP H (12/17/98)  -23.351  (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 = MARCH 13, 2009
 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(2007)-  29 23 48.64879(N)    090 47 43.54285(W)     ADJUSTED  
 AH6218* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6218  **This station is located in a suspected subsidence area (see below).
 AH6218  ___________________________________________________________________
 AH6218  EPOCH DATE  -        2002.00
 AH6218  X           -     -77,205.024 (meters)                     COMP
 AH6218  Y           -  -5,560,823.441 (meters)                     COMP
 AH6218  Z           -   3,112,286.415 (meters)                     COMP
 AH6218  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6218  ELLIP HEIGHT-         -23.964 (meters)          (02/10/07) ADJUSTED
 AH6218  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 AH6218
 AH6218  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6218  Type    PID    Designation                      North   East  Ellip
 AH6218  -------------------------------------------------------------------
 AH6218  NETWORK AH6218 DUB 22                            1.65   1.37   3.59
 AH6218  -------------------------------------------------------------------
 AH6218
 AH6218.The horizontal coordinates were established by GPS observations
 AH6218.and adjusted by the National Geodetic Survey in February 2007.
 AH6218
 AH6218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6218.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6218.The horizontal coordinates are valid at the epoch date displayed above.
 AH6218.The epoch date for horizontal control is a decimal equivalence
 AH6218.of Year/Month/Day.
 AH6218
 AH6218.The orthometric height was determined by GPS observations and a
 AH6218.high-resolution geoid model.
 AH6218 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6218 ** and geoid heights are valid at the date of observation. These heights
 AH6218 ** must always be validated when used as control.
 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 more information.
 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
 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     -    99,534.746 1,052,210.213   MT  0.99998091   +0 16 08.3
 AH6218;SPC LA S     -   326,556.91  3,452,126.34   sFT  0.99998091   +0 16 08.3
 AH6218;UTM  15      - 3,253,974.975   713,927.350   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 18.6
 AH6218:UTM  15      -  DUB 21                                   045 27 29.8
 AH6218
 AH6218|---------------------------------------------------------------------|
 AH6218| PID    Reference Object                     Distance      Geod. Az  |
 AH6218|                                                           dddmmss.s |
 AH6218| AH6217 DUB 21                              APPROX. 0.8 KM 0463226.9 |
 AH6218|---------------------------------------------------------------------|
 AH6218
 AH6218                          SUPERSEDED SURVEY CONTROL
 AH6218
 AH6218  ELLIP H (02/21/02)  -23.932  (m)                       GP(       ) 5 1
 AH6218  NAD 83(1992)-  29 23 48.64898(N)    090 47 43.54175(W) AD(       ) 1
 AH6218  ELLIP H (12/17/98)  -23.924  (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 = MARCH 13, 2009
 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(2007)-  29 23 25.94914(N)    090 48 04.41953(W)     ADJUSTED  
 AH6335* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6335  **This station is located in a suspected subsidence area (see below).
 AH6335  ___________________________________________________________________
 AH6335  EPOCH DATE  -        2002.00
 AH6335  X           -     -77,772.651 (meters)                     COMP
 AH6335  Y           -  -5,561,158.788 (meters)                     COMP
 AH6335  Z           -   3,111,677.588 (meters)                     COMP
 AH6335  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6335  ELLIP HEIGHT-         -23.742 (meters)          (02/10/07) ADJUSTED
 AH6335  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH6335
 AH6335  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6335  Type    PID    Designation                      North   East  Ellip
 AH6335  -------------------------------------------------------------------
 AH6335  NETWORK AH6335 DUB 23                            1.57   2.10   3.98
 AH6335  -------------------------------------------------------------------
 AH6335
 AH6335.The horizontal coordinates were established by GPS observations
 AH6335.and adjusted by the National Geodetic Survey in February 2007.
 AH6335
 AH6335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6335.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6335.The horizontal coordinates are valid at the epoch date displayed above.
 AH6335.The epoch date for horizontal control is a decimal equivalence
 AH6335.of Year/Month/Day.
 AH6335
 AH6335.The orthometric height was determined by GPS observations and a
 AH6335.high-resolution geoid model.
 AH6335 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6335 ** and geoid heights are valid at the date of observation. These heights
 AH6335 ** must always be validated when used as control.
 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 more information.
 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
 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     -    98,833.227 1,051,650.591   MT  0.99998207   +0 15 57.8
 AH6335;SPC LA S     -   324,255.35  3,450,290.31   sFT  0.99998207   +0 15 57.8
 AH6335;UTM  15      - 3,253,265.453   713,377.645   MT  1.00016184   +1 04 46.1
 AH6335
 AH6335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6335!SPC LA S     -   1.00000373  x   0.99998207  =   0.99998580
 AH6335!UTM  15      -   1.00000373  x   1.00016184  =   1.00016557
 AH6335
 AH6335                          SUPERSEDED SURVEY CONTROL
 AH6335
 AH6335  ELLIP H (02/21/02)  -23.708  (m)                       GP(       ) 5 1
 AH6335  NAD 83(1992)-  29 23 25.94942(N)    090 48 04.41836(W) AD(       ) 1
 AH6335  ELLIP H (12/17/98)  -23.702  (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 = MARCH 13, 2009
 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(2007)-  29 22 35.14019(N)    090 48 21.59789(W)     ADJUSTED  
 AH6336* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6336  **This station is located in a suspected subsidence area (see below).
 AH6336  ___________________________________________________________________
 AH6336  EPOCH DATE  -        2002.00
 AH6336  X           -     -78,246.595 (meters)                     COMP
 AH6336  Y           -  -5,561,919.568 (meters)                     COMP
 AH6336  Z           -   3,110,314.341 (meters)                     COMP
 AH6336  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6336  ELLIP HEIGHT-         -23.986 (meters)          (02/10/07) ADJUSTED
 AH6336  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 AH6336
 AH6336  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6336  Type    PID    Designation                      North   East  Ellip
 AH6336  -------------------------------------------------------------------
 AH6336  NETWORK AH6336 DUB 24                            1.31   1.22   3.06
 AH6336  -------------------------------------------------------------------
 AH6336
 AH6336.The horizontal coordinates were established by GPS observations
 AH6336.and adjusted by the National Geodetic Survey in February 2007.
 AH6336
 AH6336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6336.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6336.The horizontal coordinates are valid at the epoch date displayed above.
 AH6336.The epoch date for horizontal control is a decimal equivalence
 AH6336.of Year/Month/Day.
 AH6336
 AH6336.The orthometric height was determined by GPS observations and a
 AH6336.high-resolution geoid model.
 AH6336 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6336 ** and geoid heights are valid at the date of observation. These heights
 AH6336 ** must always be validated when used as control.
 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 more information.
 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
 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     -    97,266.747 1,051,194.606   MT  0.99998470   +0 15 49.2
 AH6336;SPC LA S     -   319,115.99  3,448,794.30   sFT  0.99998470   +0 15 49.2
 AH6336;UTM  15      - 3,251,692.380   712,943.861   MT  1.00015956   +1 04 36.0
 AH6336
 AH6336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6336!SPC LA S     -   1.00000377  x   0.99998470  =   0.99998847
 AH6336!UTM  15      -   1.00000377  x   1.00015956  =   1.00016333
 AH6336
 AH6336                          SUPERSEDED SURVEY CONTROL
 AH6336
 AH6336  ELLIP H (02/21/02)  -23.945  (m)                       GP(       ) 5 1
 AH6336  NAD 83(1992)-  29 22 35.14038(N)    090 48 21.59674(W) AD(       ) 1
 AH6336  ELLIP H (12/17/98)  -23.939  (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 = MARCH 13, 2009
 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(2007)-  29 21 43.56518(N)    090 49 13.84431(W)     ADJUSTED  
 AH6328* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6328  **This station is located in a suspected subsidence area (see below).
 AH6328  ___________________________________________________________________
 AH6328  EPOCH DATE  -        2002.00
 AH6328  X           -     -79,666.568 (meters)                     COMP
 AH6328  Y           -  -5,562,678.408 (meters)                     COMP
 AH6328  Z           -   3,108,930.543 (meters)                     COMP
 AH6328  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6328  ELLIP HEIGHT-         -23.841 (meters)          (02/10/07) ADJUSTED
 AH6328  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6328
 AH6328  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6328  Type    PID    Designation                      North   East  Ellip
 AH6328  -------------------------------------------------------------------
 AH6328  NETWORK AH6328 DUB 25                            1.57   1.27   3.92
 AH6328  -------------------------------------------------------------------
 AH6328
 AH6328.The horizontal coordinates were established by GPS observations
 AH6328.and adjusted by the National Geodetic Survey in February 2007.
 AH6328
 AH6328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6328.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6328.The horizontal coordinates are valid at the epoch date displayed above.
 AH6328.The epoch date for horizontal control is a decimal equivalence
 AH6328.of Year/Month/Day.
 AH6328
 AH6328.The orthometric height was determined by GPS observations and a
 AH6328.high-resolution geoid model.
 AH6328 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6328 ** and geoid heights are valid at the date of observation. These heights
 AH6328 ** must always be validated when used as control.
 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 more information.
 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
 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     -    95,672.426 1,049,792.782   MT  0.99998744   +0 15 23.1
 AH6328;SPC LA S     -   313,885.28  3,444,195.15   sFT  0.99998744   +0 15 23.1
 AH6328;UTM  15      - 3,250,078.060   711,564.561   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  =   1.00015608
 AH6328
 AH6328:                Primary Azimuth Mark                     Grid Az
 AH6328:SPC LA S     -  DUB 26                                   211 55 52.1
 AH6328:UTM  15      -  DUB 26                                   211 07 06.6
 AH6328
 AH6328|---------------------------------------------------------------------|
 AH6328| PID    Reference Object                     Distance      Geod. Az  |
 AH6328|                                                           dddmmss.s |
 AH6328| AH6224 DUB 26                              APPROX. 1.1 KM 2121115.2 |
 AH6328|---------------------------------------------------------------------|
 AH6328
 AH6328                          SUPERSEDED SURVEY CONTROL
 AH6328
 AH6328  ELLIP H (02/21/02)  -23.806  (m)                       GP(       ) 5 1
 AH6328  NAD 83(1992)-  29 21 43.56529(N)    090 49 13.84317(W) AD(       ) 1
 AH6328  ELLIP H (12/17/98)  -23.802  (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 = MARCH 13, 2009
 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(2007)-  29 21 12.46122(N)    090 49 36.19109(W)     ADJUSTED  
 AH6224* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6224  **This station is located in a suspected subsidence area (see below).
 AH6224  ___________________________________________________________________
 AH6224  EPOCH DATE  -        2002.00
 AH6224  X           -     -80,276.009 (meters)                     COMP
 AH6224  Y           -  -5,563,139.515 (meters)                     COMP
 AH6224  Z           -   3,108,096.040 (meters)                     COMP
 AH6224  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6224  ELLIP HEIGHT-         -23.483 (meters)          (02/10/07) ADJUSTED
 AH6224  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 AH6224
 AH6224  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6224  Type    PID    Designation                      North   East  Ellip
 AH6224  -------------------------------------------------------------------
 AH6224  NETWORK AH6224 DUB 26                            1.59   1.27   3.08
 AH6224  -------------------------------------------------------------------
 AH6224
 AH6224.The horizontal coordinates were established by GPS observations
 AH6224.and adjusted by the National Geodetic Survey in February 2007.
 AH6224
 AH6224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6224.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6224.The horizontal coordinates are valid at the epoch date displayed above.
 AH6224.The epoch date for horizontal control is a decimal equivalence
 AH6224.of Year/Month/Day.
 AH6224
 AH6224.The orthometric height was determined by GPS observations and a
 AH6224.high-resolution geoid model.
 AH6224 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6224 ** and geoid heights are valid at the date of observation. These heights
 AH6224 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,712.095 1,049,194.304   MT  0.99998911   +0 15 11.9
 AH6224;SPC LA S     -   310,734.60  3,442,231.65   sFT  0.99998911   +0 15 11.9
 AH6224;UTM  15      - 3,249,109.180   710,979.666   MT  1.00014928   +1 03 56.6
 AH6224
 AH6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6224!SPC LA S     -   1.00000369  x   0.99998911  =   0.99999280
 AH6224!UTM  15      -   1.00000369  x   1.00014928  =   1.00015297
 AH6224
 AH6224:                Primary Azimuth Mark                     Grid Az
 AH6224:SPC LA S     -  DUB 25                                   031 55 52.3
 AH6224:UTM  15      -  DUB 25                                   031 07 07.6
 AH6224
 AH6224|---------------------------------------------------------------------|
 AH6224| PID    Reference Object                     Distance      Geod. Az  |
 AH6224|                                                           dddmmss.s |
 AH6224| AH6328 DUB 25                              APPROX. 1.1 KM 0321104.2 |
 AH6224|---------------------------------------------------------------------|
 AH6224
 AH6224                          SUPERSEDED SURVEY CONTROL
 AH6224
 AH6224  ELLIP H (02/21/02)  -23.450  (m)                       GP(       ) 5 1
 AH6224  NAD 83(1992)-  29 21 12.46135(N)    090 49 36.18998(W) AD(       ) 1
 AH6224  ELLIP H (12/17/98)  -23.448  (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 = MARCH 13, 2009
 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(2007)-  29 20 17.36709(N)    090 50 20.64621(W)     ADJUSTED  
 AH6222* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6222  **This station is located in a suspected subsidence area (see below).
 AH6222  ___________________________________________________________________
 AH6222  EPOCH DATE  -        2002.00
 AH6222  X           -     -81,487.174 (meters)                     COMP
 AH6222  Y           -  -5,563,953.329 (meters)                     COMP
 AH6222  Z           -   3,106,617.415 (meters)                     COMP
 AH6222  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6222  ELLIP HEIGHT-         -23.472 (meters)          (02/10/07) ADJUSTED
 AH6222  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 AH6222
 AH6222  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6222  Type    PID    Designation                      North   East  Ellip
 AH6222  -------------------------------------------------------------------
 AH6222  NETWORK AH6222 DUB 27                            2.04   1.74   4.19
 AH6222  -------------------------------------------------------------------
 AH6222
 AH6222.The horizontal coordinates were established by GPS observations
 AH6222.and adjusted by the National Geodetic Survey in February 2007.
 AH6222
 AH6222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6222.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6222.The horizontal coordinates are valid at the epoch date displayed above.
 AH6222.The epoch date for horizontal control is a decimal equivalence
 AH6222.of Year/Month/Day.
 AH6222
 AH6222.The orthometric height was determined by GPS observations and a
 AH6222.high-resolution geoid model.
 AH6222 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6222 ** and geoid heights are valid at the date of observation. These heights
 AH6222 ** must always be validated when used as control.
 AH6222 ** The orthometric height has not been validated since last determined
 AH6222 ** by differential leveling and should not be used for control purposes.
 AH6222 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AH6222 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6222 ** epoch indicated which incorporates improved geoid heights for the
 AH6222 ** Southern Louisiana Subsidence area.
 AH6222 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    93,010.580 1,048,002.523   MT  0.99999214   +0 14 49.7
 AH6222;SPC LA S     -   305,152.21  3,438,321.61   sFT  0.99999214   +0 14 49.7
 AH6222;UTM  15      - 3,247,390.675   709,811.943   MT  1.00014322   +1 03 33.0
 AH6222
 AH6222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6222!SPC LA S     -   1.00000369  x   0.99999214  =   0.99999583
 AH6222!UTM  15      -   1.00000369  x   1.00014322  =   1.00014691
 AH6222
 AH6222:                Primary Azimuth Mark                     Grid Az
 AH6222:SPC LA S     -  DUB 28                                   236 53 14.6
 AH6222:UTM  15      -  DUB 28                                   236 04 31.3
 AH6222
 AH6222|---------------------------------------------------------------------|
 AH6222| PID    Reference Object                     Distance      Geod. Az  |
 AH6222|                                                           dddmmss.s |
 AH6222| AH6339 DUB 28                              APPROX. 0.7 KM 2370804.3 |
 AH6222|---------------------------------------------------------------------|
 AH6222
 AH6222                          SUPERSEDED SURVEY CONTROL
 AH6222
 AH6222  ELLIP H (02/21/02)  -23.440  (m)                       GP(       ) 5 1
 AH6222  NAD 83(1992)-  29 20 17.36721(N)    090 50 20.64509(W) AD(       ) 1
 AH6222  ELLIP H (12/17/98)  -23.438  (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 = MARCH 13, 2009
 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(2007)-  29 20 05.82159(N)    090 50 41.03977(W)     ADJUSTED  
 AH6339* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6339  **This station is located in a suspected subsidence area (see below).
 AH6339  ___________________________________________________________________
 AH6339  EPOCH DATE  -        2002.00
 AH6339  X           -     -82,039.843 (meters)                     COMP
 AH6339  Y           -  -5,564,118.700 (meters)                     COMP
 AH6339  Z           -   3,106,307.140 (meters)                     COMP
 AH6339  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6339  ELLIP HEIGHT-         -24.261 (meters)          (02/10/07) ADJUSTED
 AH6339  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 AH6339
 AH6339  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6339  Type    PID    Designation                      North   East  Ellip
 AH6339  -------------------------------------------------------------------
 AH6339  NETWORK AH6339 DUB 28                            8.88  10.33  39.94
 AH6339  -------------------------------------------------------------------
 AH6339
 AH6339.The horizontal coordinates were established by GPS observations
 AH6339.and adjusted by the National Geodetic Survey in February 2007.
 AH6339
 AH6339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6339.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6339.The horizontal coordinates are valid at the epoch date displayed above.
 AH6339.The epoch date for horizontal control is a decimal equivalence
 AH6339.of Year/Month/Day.
 AH6339
 AH6339.The orthometric height was determined by GPS observations and a
 AH6339.high-resolution geoid model.
 AH6339 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6339 ** and geoid heights are valid at the date of observation. These heights
 AH6339 ** must always be validated when used as control.
 AH6339 ** The orthometric height has not been validated since last determined
 AH6339 ** by differential leveling and should not be used for control purposes.
 AH6339 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AH6339 ** The geoid height was determined by a new realization of GEOID03 for the
 AH6339 ** epoch indicated which incorporates improved geoid heights for the
 AH6339 ** Southern Louisiana Subsidence area.
 AH6339 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    92,652.749 1,047,453.874   MT  0.99999279   +0 14 39.5
 AH6339;SPC LA S     -   303,978.23  3,436,521.58   sFT  0.99999279   +0 14 39.5
 AH6339;UTM  15      - 3,247,025.050   709,268.339   MT  1.00014041   +1 03 22.6
 AH6339
 AH6339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6339!SPC LA S     -   1.00000381  x   0.99999279  =   0.99999660
 AH6339!UTM  15      -   1.00000381  x   1.00014041  =   1.00014422
 AH6339
 AH6339:                Primary Azimuth Mark                     Grid Az
 AH6339:SPC LA S     -  DUB 27                                   056 53 14.8
 AH6339:UTM  15      -  DUB 27                                   056 04 31.7
 AH6339
 AH6339|---------------------------------------------------------------------|
 AH6339| PID    Reference Object                     Distance      Geod. Az  |
 AH6339|                                                           dddmmss.s |
 AH6339| AH6222 DUB 27                              APPROX. 0.7 KM 0570754.3 |
 AH6339|---------------------------------------------------------------------|
 AH6339
 AH6339                          SUPERSEDED SURVEY CONTROL
 AH6339
 AH6339  ELLIP H (02/21/02)  -23.834  (m)                       GP(       ) 5 1
 AH6339  NAD 83(1992)-  29 20 05.82049(N)    090 50 41.03910(W) AD(       ) 1
 AH6339  ELLIP H (12/17/98)  -24.133  (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 = MARCH 13, 2009
 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           -  -5,462,826.109 (meters)                     COMP
 BX3062  Z           -   3,275,219.907 (meters)                     COMP
 BX3062  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BX3062  ELLIP HEIGHT-          -2.821 (meters)          (01/02/04) ADJUSTED
 BX3062  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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)   -2.760  (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     3  
 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 = MARCH 13, 2009
 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           -  -5,463,060.520 (meters)                     COMP
 BX3063  Z           -   3,274,792.176 (meters)                     COMP
 BX3063  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BX3063  ELLIP HEIGHT-          -4.299 (meters)          (01/02/04) ADJUSTED
 BX3063  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 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  =   0.99969762
 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)   -4.239  (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     3  
 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 = MARCH 13, 2009
 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  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 20.9
 CQ2928:UTM  15      -  DUBACH AZ MK                             025 07 15.4
 CQ2928
 CQ2928|---------------------------------------------------------------------|
 CQ2928| PID    Reference Object                     Distance      Geod. Az  |
 CQ2928|                                                           dddmmss.s |
 CQ2928| CY3482 DUBACH AZ MK                                       0251837.4 |
 CQ2928| CQ2924 DUBACH TEX E TRANS RADIO MAST       APPROX. 2.0 KM 0473751.5 |
 CQ2928| CY3483 DUBACH RM 1                          24.734 METERS 06232     |
 CQ2928| CQ2927 HILLY LOOKOUT TOWER LFC             APPROX. 4.1 KM 2715949.8 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2924  ___________________________________________________________________
 CQ2924  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2924  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0676  **This station is located in a suspected subsidence area (see below).
 AV0676  ___________________________________________________________________
 AV0676  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0676  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0676 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0676 ** and geoid heights are valid at the date of observation. These heights
 AV0676 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0665  **This station is located in a suspected subsidence area (see below).
 AV0665  ___________________________________________________________________
 AV0665  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AV0665  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0665 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0665 ** and geoid heights are valid at the date of observation. These heights
 AV0665 ** must always be validated when used as control.
 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 more information.
 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
 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 26.9
 AV0665:UTM  15      -  VINCENT                                  031 33 28.6
 AV0665
 AV0665|---------------------------------------------------------------------|
 AV0665| PID    Reference Object                     Distance      Geod. Az  |
 AV0665|                                                           dddmmss.s |
 AV0665| BK0296 VINCENT                             APPROX. 7.7 KM 0315216.2 |
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0742  **This station is located in a suspected subsidence area (see below).
 AV0742  ___________________________________________________________________
 AV0742  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0742  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0742 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0742 ** and geoid heights are valid at the date of observation. These heights
 AV0742 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0741  **This station is located in a suspected subsidence area (see below).
 AV0741  ___________________________________________________________________
 AV0741  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AV0741  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0741 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0741 ** and geoid heights are valid at the date of observation. These heights
 AV0741 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2430  **This station is located in a suspected subsidence area (see below).
 AU2430  ___________________________________________________________________
 AU2430  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2430  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2430 ** and geoid heights are valid at the date of observation. These heights
 AU2430 ** must always be validated when used as control.
 AU2430 ** The orthometric height has not been validated since last determined
 AU2430 ** by differential leveling and should not be used for control purposes.
 AU2430 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2430 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2430 ** epoch indicated which incorporates improved geoid heights for the
 AU2430 ** Southern Louisiana Subsidence area.
 AU2430 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3031  **This station is located in a suspected subsidence area (see below).
 AU3031  ___________________________________________________________________
 AU3031  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU3031  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3031 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3031 ** and geoid heights are valid at the date of observation. These heights
 AU3031 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 AH6164 ***********************************************************************
 AH6164  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 23 04.95507(N)    090 48 08.95054(W)     ADJUSTED  
 AH6164* NAVD 88     -         0.33   (meters)       1.1    (feet)  GPS OBS(2006.81)
 AH6164  **This station is located in a suspected subsidence area (see below).
 AH6164  ___________________________________________________________________
 AH6164  EPOCH DATE  -        2002.00
 AH6164  X           -     -77,899.246 (meters)                     COMP
 AH6164  Y           -  -5,561,473.595 (meters)                     COMP
 AH6164  Z           -   3,111,114.007 (meters)                     COMP
 AH6164  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6164  ELLIP HEIGHT-         -24.485 (meters)          (03/12/08) ADJUSTED
 AH6164  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6164  HORZ ORDER  -  A
 AH6164  ELLP ORDER  -  THIRD     CLASS I
 AH6164
 AH6164.The horizontal coordinates were established by GPS observations
 AH6164.and adjusted by the National Geodetic Survey in March 2008.
 AH6164
 AH6164.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6164.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6164.The horizontal coordinates are valid at the epoch date displayed above.
 AH6164.The epoch date for horizontal control is a decimal equivalence
 AH6164.of Year/Month/Day.
 AH6164
 AH6164.The orthometric height was determined by GPS observations and a
 AH6164.high-resolution geoid model.
 AH6164 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6164 ** and geoid heights are valid at the date of observation. These heights
 AH6164 ** must always be validated when used as control.
 AH6164 ** The orthometric height was determined by GPS observations using
 AH6164 ** precise GPS observation and processing techniques and a new
 AH6164 ** realization of GEOID03. It supersedes any height that may have been
 AH6164 ** previously determined for this station.
 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
 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     -    98,186.282 1,051,531.415   MT  0.99998315   +0 15 55.5
 AH6164;SPC LA S     -   322,132.83  3,449,899.32   sFT  0.99998315   +0 15 55.5
 AH6164;UTM  15      - 3,252,616.765   713,267.644   MT  1.00016126   +1 04 43.2
 AH6164
 AH6164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6164!SPC LA S     -   1.00000385  x   0.99998315  =   0.99998700
 AH6164!UTM  15      -   1.00000385  x   1.00016126  =   1.00016511
 AH6164
 AH6164                          SUPERSEDED SURVEY CONTROL
 AH6164
 AH6164  NAD 83(2007)-  29 23 04.95456(N)    090 48 08.95121(W) AD(       ) 0
 AH6164  ELLIP H (02/10/07)  -24.469  (m)                       GP(       )    
 AH6164  ELLIP H (02/21/02)  -24.431  (m)                       GP(       ) 5 1
 AH6164  NAD 83(1992)-  29 23 04.95478(N)    090 48 08.95011(W) AD(       ) 1
 AH6164  ELLIP H (12/17/98)  -24.422  (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 - October 30, 2007
 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  HISTORY     - 20060602 GOOD             NGS
 AH6164  HISTORY     - 20071030 GOOD             NGS
 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.
 AH6164
 AH6164                          STATION RECOVERY (2006)
 AH6164
 AH6164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AH6164'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6164
 AH6164                          STATION RECOVERY (2007)
 AH6164
 AH6164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AH6164'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AH6164'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AH6164'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AH6164'PROTECTIVE BUMPERS TUBES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3792  **This station is located in a suspected subsidence area (see below).
 BJ3792  ___________________________________________________________________
 BJ3792  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3792  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3792 ** and geoid heights are valid at the date of observation. These heights
 BJ3792 ** must always be validated when used as control.
 BJ3792 ** The orthometric height has not been validated since last determined
 BJ3792 ** by differential leveling and should not be used for control purposes.
 BJ3792 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3792 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3792 ** epoch indicated which incorporates improved geoid heights for the
 BJ3792 ** Southern Louisiana Subsidence area.
 BJ3792 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3791  **This station is located in a suspected subsidence area (see below).
 BJ3791  ___________________________________________________________________
 BJ3791  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BJ3791  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3791 ** and geoid heights are valid at the date of observation. These heights
 BJ3791 ** must always be validated when used as control.
 BJ3791 ** The orthometric height has not been validated since last determined
 BJ3791 ** by differential leveling and should not be used for control purposes.
 BJ3791 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3791 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3791 ** epoch indicated which incorporates improved geoid heights for the
 BJ3791 ** Southern Louisiana Subsidence area.
 BJ3791 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1318  **This station is located in a suspected subsidence area (see below).
 AT1318  ___________________________________________________________________
 AT1318  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AT1318  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1318 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1318 ** and geoid heights are valid at the date of observation. These heights
 AT1318 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1330  **This station is located in a suspected subsidence area (see below).
 AT1330  ___________________________________________________________________
 AT1330  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AT1330  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1330 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1330 ** and geoid heights are valid at the date of observation. These heights
 AT1330 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1334  **This station is located in a suspected subsidence area (see below).
 AT1334  ___________________________________________________________________
 AT1334  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT1334  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1334 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1334 ** and geoid heights are valid at the date of observation. These heights
 AT1334 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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 = MARCH 13, 2009
 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)     NO CHECK  
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5119  **This station is located in a suspected subsidence area (see below).
 BJ5119  ___________________________________________________________________
 BJ5119  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5119  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5119 ** and geoid heights are valid at the date of observation. These heights
 BJ5119 ** must always be validated when used as control.
 BJ5119 ** The orthometric height has not been validated since last determined
 BJ5119 ** by differential leveling and should not be used for control purposes.
 BJ5119 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ5119 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ5119 ** epoch indicated which incorporates improved geoid heights for the
 BJ5119 ** Southern Louisiana Subsidence area.
 BJ5119 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2770  **This station is located in a suspected subsidence area (see below).
 BK2770  ___________________________________________________________________
 BK2770  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK2770  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2592  **This station is located in a suspected subsidence area (see below).
 BK2592  ___________________________________________________________________
 BK2592  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2592  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BK2592  DYNAMIC HT  -          15.2   (meters)      50.    (feet)  COMP
 BK2592  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 BK2592
 BK2592  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2592 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2592 ** and geoid heights are valid at the date of observation. These heights
 BK2592 ** must always be validated when used as control.
 BK2592 ** The orthometric height has not been validated since last determined
 BK2592 ** by differential leveling and should not be used for control purposes.
 BK2592 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2592 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2592 ** epoch indicated which incorporates improved geoid heights for the
 BK2592 ** Southern Louisiana Subsidence area.
 BK2592 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3022  ___________________________________________________________________
 CQ3022  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3022  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3391  **This station is located in a suspected subsidence area (see below).
 BJ3391  ___________________________________________________________________
 BJ3391  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BJ3391  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3391  DYNAMIC HT  -          22.7   (meters)      74.    (feet)  COMP
 BJ3391  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BJ3391
 BJ3391  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 BJ3391 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3391 ** and geoid heights are valid at the date of observation. These heights
 BJ3391 ** must always be validated when used as control.
 BJ3391 ** The orthometric height has not been validated since last determined
 BJ3391 ** by differential leveling and should not be used for control purposes.
 BJ3391 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3391 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3391 ** epoch indicated which incorporates improved geoid heights for the
 BJ3391 ** Southern Louisiana Subsidence area.
 BJ3391 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2452  **This station is located in a suspected subsidence area (see below).
 AU2452  ___________________________________________________________________
 AU2452  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2452  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2452 ** and geoid heights are valid at the date of observation. These heights
 AU2452 ** must always be validated when used as control.
 AU2452 ** The orthometric height has not been validated since last determined
 AU2452 ** by differential leveling and should not be used for control purposes.
 AU2452 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2452 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2452 ** epoch indicated which incorporates improved geoid heights for the
 AU2452 ** Southern Louisiana Subsidence area.
 AU2452 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU2446* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2446  **This station is located in a suspected subsidence area (see below).
 AU2446  ___________________________________________________________________
 AU2446  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AU2446  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2446 ** and geoid heights are valid at the date of observation. These heights
 AU2446 ** must always be validated when used as control.
 AU2446 ** The orthometric height has not been validated since last determined
 AU2446 ** by differential leveling and should not be used for control purposes.
 AU2446 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2446 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2446 ** epoch indicated which incorporates improved geoid heights for the
 AU2446 ** Southern Louisiana Subsidence area.
 AU2446 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2123  **This station is located in a suspected subsidence area (see below).
 BJ2123  ___________________________________________________________________
 BJ2123  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ2123  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ2123 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2123 ** and geoid heights are valid at the date of observation. These heights
 BJ2123 ** must always be validated when used as control.
 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 more information.
 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 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                       124.862 METERS 19017     |
 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 = MARCH 13, 2009
 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(2007)-  30 12 24.99369(N)    091 59 38.31130(W)     ADJUSTED  
 BJ5305* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ5305  **This station is located in a suspected subsidence area (see below).
 BJ5305  ___________________________________________________________________
 BJ5305  EPOCH DATE  -        2002.00
 BJ5305  X           -    -191,951.601 (meters)                     COMP
 BJ5305  Y           -  -5,513,396.208 (meters)                     COMP
 BJ5305  Z           -   3,190,211.903 (meters)                     COMP
 BJ5305  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BJ5305  ELLIP HEIGHT-         -16.099 (meters)          (02/10/07) ADJUSTED
 BJ5305  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BJ5305
 BJ5305  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ5305  Type    PID    Designation                      North   East  Ellip
 BJ5305  -------------------------------------------------------------------
 BJ5305  NETWORK BJ5305 E 120 RESET 2                     0.25   0.24   2.92
 BJ5305  -------------------------------------------------------------------
 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 February 2007.
 BJ5305
 BJ5305.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ5305.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ5305.The horizontal coordinates are valid at the epoch date displayed above.
 BJ5305.The epoch date for horizontal control is a decimal equivalence
 BJ5305.of Year/Month/Day.
 BJ5305
 BJ5305.The orthometric height was determined by GPS observations and a
 BJ5305.high-resolution geoid model.
 BJ5305 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5305 ** and geoid heights are valid at the date of observation. These heights
 BJ5305 ** must always be validated when used as control.
 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 more information.
 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
 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
 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     -   189,388.577   936,394.444   MT  0.99993219   -0 19 49.2
 BJ5305;SPC LA S     -   621,352.36  3,072,154.11   sFT  0.99993219   -0 19 49.2
 BJ5305;UTM  15      - 3,342,144.367   596,829.275   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                              381.156 METERS 13408     |
 BJ5305|---------------------------------------------------------------------|
 BJ5305
 BJ5305                          SUPERSEDED SURVEY CONTROL
 BJ5305
 BJ5305  ELLIP H (06/06/02)  -16.096  (m)                       GP(       ) 5 1
 BJ5305  NAD 83(1992)-  30 12 24.99387(N)    091 59 38.31126(W) AD(       ) 1
 BJ5305  ELLIP H (01/27/00)  -16.112  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ1655 ***********************************************************************
 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(2007)-  30 01 07.27902(N)    090 43 50.57512(W)     ADJUSTED  
 BJ1655* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ1655  **This station is located in a suspected subsidence area (see below).
 BJ1655  ___________________________________________________________________
 BJ1655  EPOCH DATE  -        2002.00
 BJ1655  X           -     -70,488.636 (meters)                     COMP
 BJ1655  Y           -  -5,526,752.071 (meters)                     COMP
 BJ1655  Z           -   3,172,156.750 (meters)                     COMP
 BJ1655  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BJ1655  ELLIP HEIGHT-         -21.879 (meters)          (03/12/08) ADJUSTED
 BJ1655  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BJ1655  DYNAMIC HT  -           4.6   (meters)      15.    (feet)  COMP
 BJ1655
 BJ1655  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ1655  Type    PID    Designation                      North   East  Ellip
 BJ1655  -------------------------------------------------------------------
 BJ1655  NETWORK BJ1655 E 191                             0.94   0.74   2.14
 BJ1655  -------------------------------------------------------------------
 BJ1655  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 BJ1655
 BJ1655  VERT ORDER  -  THIRD (See Below)
 BJ1655  ELLP ORDER  -  THIRD     CLASS I
 BJ1655
 BJ1655.The horizontal coordinates were established by GPS observations
 BJ1655.and adjusted by the National Geodetic Survey in February 2007.
 BJ1655
 BJ1655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1655.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was scaled from a topographic map.
 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 has not been validated since last determined
 BJ1655 ** by differential leveling and should not be used for control purposes.
 BJ1655 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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 vertical order pertains to the first NAVD 88 superseded value.
 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     -   168,490.790 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      - 3,323,025.166   718,855.023   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  ELLIP H (02/10/07)  -21.917  (m)                       GP(       )    
 BJ1655  NAD 83(1992)-  30 01 07.27900(N)    090 43 50.57510(W) AD(2004.65) B
 BJ1655  ELLIP H (06/22/05)  -21.925  (m)                       GP(2004.65) 4 1
 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 1964
 BJ1655_MARK LOGO: CGS   
 BJ1655_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - April 30, 2006
 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  HISTORY     - 20060430 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.
 BJ1655
 BJ1655                          STATION RECOVERY (2006)
 BJ1655
 BJ1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ1001 ***********************************************************************
 BJ1001  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 21 03.80862(N)    091 13 11.84833(W)     ADJUSTED  
 BJ1001* NAVD 88     -         8.64   (meters)      28.3    (feet)  GPS OBS(2006.81)
 BJ1001  **This station is located in a suspected subsidence area (see below).
 BJ1001  ___________________________________________________________________
 BJ1001  EPOCH DATE  -        2002.00
 BJ1001  X           -    -117,283.486 (meters)                     COMP
 BJ1001  Y           -  -5,507,430.518 (meters)                     COMP
 BJ1001  Z           -   3,204,007.375 (meters)                     COMP
 BJ1001  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ1001  ELLIP HEIGHT-         -18.532 (meters)          (03/12/08) ADJUSTED
 BJ1001  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BJ1001  HORZ ORDER  -  A
 BJ1001  ELLP ORDER  -  THIRD     CLASS I
 BJ1001
 BJ1001.The horizontal coordinates were established by GPS observations
 BJ1001.and adjusted by the National Geodetic Survey in March 2008.
 BJ1001
 BJ1001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1001.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1001.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1001.The epoch date for horizontal control is a decimal equivalence
 BJ1001.of Year/Month/Day.
 BJ1001
 BJ1001.The orthometric height was determined by GPS observations and a
 BJ1001.high-resolution geoid model.
 BJ1001 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1001 ** and geoid heights are valid at the date of observation. These heights
 BJ1001 ** must always be validated when used as control.
 BJ1001 ** The orthometric height was determined by GPS observations using
 BJ1001 ** precise GPS observation and processing techniques and a new
 BJ1001 ** realization of GEOID03. It supersedes any height that may have been
 BJ1001 ** previously determined for this station.
 BJ1001 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1001 ** epoch indicated which incorporates improved geoid heights for the
 BJ1001 ** Southern Louisiana Subsidence area.
 BJ1001 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1001
 BJ1001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1001
 BJ1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1001
 BJ1001.The ellipsoidal height was determined by GPS observations
 BJ1001.and is referenced to NAD 83.
 BJ1001
 BJ1001.The geoid height was determined by GEOID03.
 BJ1001
 BJ1001;                    North         East     Units Scale Factor Converg.
 BJ1001;SPC LA S     -   205,185.828 1,010,899.861   MT  0.99994435   +0 03 24.1
 BJ1001;SPC LA S     -   673,180.50  3,316,593.96   sFT  0.99994435   +0 03 24.1
 BJ1001;UTM  15      - 3,359,029.622   671,087.028   MT  0.99996112   +0 53 58.8
 BJ1001
 BJ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1001!SPC LA S     -   1.00000291  x   0.99994435  =   0.99994726
 BJ1001!UTM  15      -   1.00000291  x   0.99996112  =   0.99996403
 BJ1001
 BJ1001                          SUPERSEDED SURVEY CONTROL
 BJ1001
 BJ1001  NAD 83(1992)-  30 21 03.80845(N)    091 13 11.84828(W) AD(2004.65) B
 BJ1001  ELLIP H (03/01/07)  -18.518  (m)                       GP(2004.65) 4 1
 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: 15RXP7108759030(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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - June 02, 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  HISTORY     - 20060209 GOOD             SJB
 BJ1001  HISTORY     - 20060602 GOOD             NGS
 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
 BJ1001
 BJ1001                          STATION RECOVERY (2006)
 BJ1001
 BJ1001'RECOVERY NOTE BY SJB GROUP INCORPORATED 2006 (MCB)
 BJ1001'RECOVERED AS DESCRIBED.
 BJ1001
 BJ1001                          STATION RECOVERY (2006)
 BJ1001
 BJ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1001'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 00 13.06562(N)    091 42 58.94901(W)     ADJUSTED  
 BW0051* NAVD 88     -        14.860  (meters)      48.75   (feet)  ADJUSTED  
 BW0051  ___________________________________________________________________
 BW0051  EPOCH DATE  -        2002.00
 BW0051  X           -    -163,890.067 (meters)                     COMP
 BW0051  Y           -  -5,469,318.541 (meters)                     COMP
 BW0051  Z           -   3,266,232.167 (meters)                     COMP
 BW0051  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BW0051  ELLIP HEIGHT-         -12.138 (meters)          (03/12/08) ADJUSTED
 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  HORZ ORDER  -  A
 BW0051  VERT ORDER  -  FIRST     CLASS I
 BW0051  ELLP ORDER  -  THIRD     CLASS I
 BW0051
 BW0051.The horizontal coordinates were established by GPS observations
 BW0051.and adjusted by the National Geodetic Survey in March 2008.
 BW0051
 BW0051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0051.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0051.The horizontal coordinates are valid at the epoch date displayed above.
 BW0051.The epoch date for horizontal control is a decimal equivalence
 BW0051.of Year/Month/Day.
 BW0051
 BW0051.The orthometric height was determined by differential leveling
 BW0051.and adjusted in February 1994.
 BW0051
 BW0051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BW0051
 BW0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BW0051
 BW0051.The ellipsoidal height was determined by GPS observations
 BW0051.and is referenced to NAD 83.
 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 Scale Factor Converg.
 BW0051;SPC LA S     -   277,588.266   963,416.490   MT  1.00007867   -0 11 29.5
 BW0051;SPC LA S     -   910,720.84  3,160,808.93   sFT  1.00007867   -0 11 29.5
 BW0051;UTM  15      - 3,430,711.294   622,542.855   MT  0.99978523   +0 39 40.6
 BW0051
 BW0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BW0051!SPC LA S     -   1.00000191  x   1.00007867  =   1.00008058
 BW0051!UTM  15      -   1.00000191  x   0.99978523  =   0.99978714
 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: 15RXQ2254330711(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_MARK LOGO: CGS   
 BW0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 BW0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BW0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BW0051+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2006
 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  HISTORY     - 20060604 GOOD             NGS
 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.
 BW0051
 BW0051                          STATION RECOVERY (2006)
 BW0051
 BW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BW0051'RECOVERED IN GOOD CONDITION.
 BW0051' 
 BW0051'NEW REFERENCES ARE AS FOLLOWS, NORTH OF AND ACROSS THE ROAD FROM A
 BW0051'LIQUID FERTILIZER TANK FARM, 44 FT (13.4 M), EAST OF A FENCE CORNER,
 BW0051'31 FT (9.4 M), NORTH OF THE CENTER LINE FOR LA 418, 28 FT (8.5 M),
 BW0051'WEST-NORTHWEST OF A ROAD SIGN, 7.6 FT (2.3 M), OF EAST OF A 2 INCHES
 BW0051'(5 CM), STEEL VENT PIPE, 6 INCHES (15 CM) NORTH OF A FENCE AND A METAL
 BW0051'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 33 55.86755(N)    090 38 46.65627(W)     ADJUSTED  
 AU1445* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1445  **This station is located in a suspected subsidence area (see below).
 AU1445  ___________________________________________________________________
 AU1445  EPOCH DATE  -        2002.00
 AU1445  X           -     -62,626.742 (meters)                     COMP
 AU1445  Y           -  -5,551,806.289 (meters)                     COMP
 AU1445  Z           -   3,128,562.428 (meters)                     COMP
 AU1445  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1445  ELLIP HEIGHT-         -22.559 (meters)          (02/10/07) ADJUSTED
 AU1445  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AU1445
 AU1445  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1445  Type    PID    Designation                      North   East  Ellip
 AU1445  -------------------------------------------------------------------
 AU1445  NETWORK AU1445 E 222                             1.25   1.25   2.80
 AU1445  -------------------------------------------------------------------
 AU1445
 AU1445.The horizontal coordinates were established by GPS observations
 AU1445.and adjusted by the National Geodetic Survey in February 2007.
 AU1445
 AU1445.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1445.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1445.The horizontal coordinates are valid at the epoch date displayed above.
 AU1445.The epoch date for horizontal control is a decimal equivalence
 AU1445.of Year/Month/Day.
 AU1445
 AU1445.The orthometric height was determined by GPS observations and a
 AU1445.high-resolution geoid model.
 AU1445 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1445 ** and geoid heights are valid at the date of observation. These heights
 AU1445 ** must always be validated when used as control.
 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 more information.
 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
 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     -   118,307.385 1,066,573.350   MT  0.99995442   +0 20 36.7
 AU1445;SPC LA S     -   388,146.81  3,499,249.40   sFT  0.99995442   +0 20 36.7
 AU1445;UTM  15      - 3,272,954.711   728,025.041   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 (02/21/02)  -22.533  (m)                       GP(       ) 5 1
 AU1445  NAD 83(1992)-  29 33 55.86788(N)    090 38 46.65529(W) AD(       ) 1
 AU1445  ELLIP H (12/17/98)  -22.484  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 31 17.19609(N)    090 35 56.45046(W)     ADJUSTED  
 AU1508* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1508  **This station is located in a suspected subsidence area (see below).
 AU1508  ___________________________________________________________________
 AU1508  EPOCH DATE  -        2002.00
 AU1508  X           -     -58,070.654 (meters)                     COMP
 AU1508  Y           -  -5,554,264.273 (meters)                     COMP
 AU1508  Z           -   3,124,311.760 (meters)                     COMP
 AU1508  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1508  ELLIP HEIGHT-         -23.294 (meters)          (02/10/07) ADJUSTED
 AU1508  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 AU1508  DYNAMIC HT  -           2.0   (meters)       7.    (feet)  COMP
 AU1508
 AU1508  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1508  Type    PID    Designation                      North   East  Ellip
 AU1508  -------------------------------------------------------------------
 AU1508  NETWORK AU1508 E 233                             1.12   1.02   2.61
 AU1508  -------------------------------------------------------------------
 AU1508  MODELED GRAV-     979,289.5   (mgal)                       NAVD 88
 AU1508
 AU1508  VERT ORDER  -  THIRD (See Below)
 AU1508
 AU1508.The horizontal coordinates were established by GPS observations
 AU1508.and adjusted by the National Geodetic Survey in February 2007.
 AU1508
 AU1508.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1508.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1508.The horizontal coordinates are valid at the epoch date displayed above.
 AU1508.The epoch date for horizontal control is a decimal equivalence
 AU1508.of Year/Month/Day.
 AU1508
 AU1508.The orthometric height was scaled from a topographic map.
 AU1508 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1508 ** and geoid heights are valid at the date of observation. These heights
 AU1508 ** must always be validated when used as control.
 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 more information.
 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 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     -   113,450.578 1,071,185.913   MT  0.99996051   +0 22 01.8
 AU1508;SPC LA S     -   372,212.44  3,514,382.45   sFT  0.99996051   +0 22 01.8
 AU1508;UTM  15      - 3,268,162.775   732,707.813   MT  1.00026824   +1 11 01.0
 AU1508
 AU1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1508!SPC LA S     -   1.00000366  x   0.99996051  =   0.99996417
 AU1508!UTM  15      -   1.00000366  x   1.00026824  =   1.00027190
 AU1508
 AU1508                          SUPERSEDED SURVEY CONTROL
 AU1508
 AU1508  ELLIP H (02/21/02)  -23.259  (m)                       GP(       ) 5 1
 AU1508  NAD 83(1992)-  29 31 17.19638(N)    090 35 56.44949(W) AD(       ) 1
 AU1508  ELLIP H (12/17/98)  -23.220  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 19 02.17602(N)    092 32 27.74303(W)     ADJUSTED  
 BX1053* NAVD 88     -        26.37   (meters)      86.5    (feet)  LEVELING  
 BX1053  ___________________________________________________________________
 BX1053  EPOCH DATE  -        2002.00
 BX1053  X           -    -241,793.650 (meters)                     COMP
 BX1053  Y           -  -5,448,427.830 (meters)                     COMP
 BX1053  Z           -   3,295,995.334 (meters)                     COMP
 BX1053  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BX1053  ELLIP HEIGHT-          -0.099 (meters)          (02/10/07) ADJUSTED
 BX1053  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BX1053
 BX1053  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX1053  Type    PID    Designation                      North   East  Ellip
 BX1053  -------------------------------------------------------------------
 BX1053  NETWORK BX1053 E 238                             0.76   0.65   1.92
 BX1053  -------------------------------------------------------------------
 BX1053  VERT ORDER  -  THIRD
 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 February 2007.
 BX1053
 BX1053.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX1053.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX1053.The horizontal coordinates are valid at the epoch date displayed above.
 BX1053.The epoch date for horizontal control is a decimal equivalence
 BX1053.of Year/Month/Day.
 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     -    90,616.840   996,093.688   MT  0.99996926   -0 01 18.1
 BX1053;SPC LA N     -   297,298.75  3,268,017.37   sFT  0.99996926   -0 01 18.1
 BX1053;UTM  15      - 3,464,855.321   543,669.610   MT  0.99962352   +0 14 18.8
 BX1053
 BX1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BX1053!SPC LA N     -   1.00000002  x   0.99996926  =   0.99996928
 BX1053!UTM  15      -   1.00000002  x   0.99962352  =   0.99962354
 BX1053
 BX1053                          SUPERSEDED SURVEY CONTROL
 BX1053
 BX1053  ELLIP H (02/14/02)   -0.073  (m)                       GP(       ) 5 2
 BX1053  NAD 83(1992)-  31 19 02.17510(N)    092 32 27.74281(W) AD(       ) B
 BX1053  ELLIP H (12/30/94)    0.010  (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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0490
 CQ0490                          STATION RECOVERY (2008)
 CQ0490
 CQ0490'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BW0007 ***********************************************************************
 BW0007  HT_MOD      -  This is a 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(2007)-  31 09 15.24623(N)    091 38 04.06573(W)     ADJUSTED  
 BW0007* NAVD 88     -        16.48   (meters)      54.1    (feet)  GPS OBS   
 BW0007  ___________________________________________________________________
 BW0007  EPOCH DATE  -        2002.00
 BW0007  X           -    -155,824.958 (meters)                     COMP
 BW0007  Y           -  -5,460,932.492 (meters)                     COMP
 BW0007  Z           -   3,280,533.921 (meters)                     COMP
 BW0007  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BW0007  ELLIP HEIGHT-         -10.485 (meters)          (02/10/07) ADJUSTED
 BW0007  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BW0007
 BW0007  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0007  Type    PID    Designation                      North   East  Ellip
 BW0007  -------------------------------------------------------------------
 BW0007  NETWORK BW0007 E 254                             0.43   0.43   1.12
 BW0007  -------------------------------------------------------------------
 BW0007
 BW0007.The horizontal coordinates were established by GPS observations
 BW0007.and adjusted by the National Geodetic Survey in February 2007.
 BW0007
 BW0007.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0007.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0007.The horizontal coordinates are valid at the epoch date displayed above.
 BW0007.The epoch date for horizontal control is a decimal equivalence
 BW0007.of Year/Month/Day.
 BW0007
 BW0007.The orthometric height was determined by GPS observations and a
 BW0007.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BW0007;SPC LA N     -    72,869.554 1,082,528.514   MT  1.00000284   +0 27 27.4
 BW0007;SPC LA N     -   239,072.86  3,551,595.63   sFT  1.00000284   +0 27 27.4
 BW0007;UTM  15      - 3,447,497.770   630,157.947   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  NAD 83(1992)-  31 09 15.24616(N)    091 38 04.06551(W) AD(       ) B
 BW0007  ELLIP H (12/29/04)  -10.491  (m)                       GP(       ) 4 1
 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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0080+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 CQ0080
 CQ0080  HISTORY     - Date     Condition        Report By
 CQ0080  HISTORY     - 1968     MONUMENTED       CGS
 CQ0080  HISTORY     - 1969     GOOD             CGS
 CQ0080  HISTORY     - 20080807 GOOD             GEOCAC
 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.
 CQ0080
 CQ0080                          STATION RECOVERY (2008)
 CQ0080
 CQ0080'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  32 30 59.78588(N)    093 44 20.99749(W)     ADJUSTED  
 CQ2043* NAVD 88     -        53.612  (meters)     175.89   (feet)  ADJUSTED  
 CQ2043  ___________________________________________________________________
 CQ2043  EPOCH DATE  -        2002.00
 CQ2043  X           -    -351,082.298 (meters)                     COMP
 CQ2043  Y           -  -5,372,045.220 (meters)                     COMP
 CQ2043  Z           -   3,408,891.094 (meters)                     COMP
 CQ2043  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CQ2043  ELLIP HEIGHT-          27.576 (meters)          (02/10/07) ADJUSTED
 CQ2043  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CQ2043  DYNAMIC HT  -          53.551 (meters)     175.69  (feet)  COMP
 CQ2043
 CQ2043  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ2043  Type    PID    Designation                      North   East  Ellip
 CQ2043  -------------------------------------------------------------------
 CQ2043  NETWORK CQ2043 E 257                             1.47   2.02   3.78
 CQ2043  -------------------------------------------------------------------
 CQ2043  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 CQ2043
 CQ2043  VERT ORDER  -  FIRST     CLASS I
 CQ2043
 CQ2043.The horizontal coordinates were established by GPS observations
 CQ2043.and adjusted by the National Geodetic Survey in February 2007.
 CQ2043
 CQ2043.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ2043.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ2043.The horizontal coordinates are valid at the epoch date displayed above.
 CQ2043.The epoch date for horizontal control is a decimal equivalence
 CQ2043.of Year/Month/Day.
 CQ2043
 CQ2043.The orthometric height was determined by differential leveling
 CQ2043.and adjusted 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     -   224,261.647   883,574.723   MT  0.99996923   -0 39 18.5
 CQ2043;SPC LA N     -   735,765.09  2,898,861.40   sFT  0.99996923   -0 39 18.5
 CQ2043;UTM  15      - 3,597,940.774   430,575.307   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  =   0.99965510
 CQ2043
 CQ2043                          SUPERSEDED SURVEY CONTROL
 CQ2043
 CQ2043  ELLIP H (02/20/02)   27.547  (m)                       GP(       ) 4 1
 CQ2043  NAD 83(1992)-  32 30 59.78586(N)    093 44 20.99714(W) AD(       ) 1
 CQ2043  ELLIP H (03/31/95)   27.659  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20080529 GOOD             GEOCAC
 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.
 CQ1028
 CQ1028                          STATION RECOVERY (2008)
 CQ1028
 CQ1028'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 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.
 CQ2210
 CQ2210                          STATION RECOVERY (2006)
 CQ2210
 CQ2210'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2210' 
 CQ2210' 
 CQ2210' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ0196 ***********************************************************************
 BJ0196  HT_MOD      -  This is a 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(2007)-  30 46 55.32566(N)    091 46 23.63541(W)     ADJUSTED  
 BJ0196* NAVD 88     -        11.54   (meters)      37.9    (feet)  GPS OBS   
 BJ0196  ___________________________________________________________________
 BJ0196  EPOCH DATE  -        2002.00
 BJ0196  X           -    -169,707.673 (meters)                     COMP
 BJ0196  Y           -  -5,481,757.847 (meters)                     COMP
 BJ0196  Z           -   3,245,148.124 (meters)                     COMP
 BJ0196  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 BJ0196  ELLIP HEIGHT-         -15.814 (meters)          (02/10/07) ADJUSTED
 BJ0196  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BJ0196
 BJ0196  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0196  Type    PID    Designation                      North   East  Ellip
 BJ0196  -------------------------------------------------------------------
 BJ0196  NETWORK BJ0196 E 284 X                           0.25   0.25   0.76
 BJ0196  -------------------------------------------------------------------
 BJ0196
 BJ0196.The horizontal coordinates were established by GPS observations
 BJ0196.and adjusted by the National Geodetic Survey in February 2007.
 BJ0196
 BJ0196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0196.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0196.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0196.The epoch date for horizontal control is a decimal equivalence
 BJ0196.of Year/Month/Day.
 BJ0196
 BJ0196.The orthometric height was determined by GPS observations and a
 BJ0196.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BJ0196;SPC LA S     -   253,039.136   957,891.868   MT  1.00001848   -0 13 11.8
 BJ0196;SPC LA S     -   830,179.23  3,142,683.57   sFT  1.00001848   -0 13 11.8
 BJ0196;UTM  15      - 3,406,089.525   617,384.539   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  NAD 83(1992)-  30 46 55.32569(N)    091 46 23.63496(W) AD(       ) B
 BJ0196  ELLIP H (12/29/04)  -15.825  (m)                       GP(       ) 4 1
 BJ0196  ELLIP H (06/20/00)  -15.817  (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)  -15.720  (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 - October 31, 2006
 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  HISTORY     - 20061031 GOOD             JCLS
 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.
 BJ0196
 BJ0196                          STATION RECOVERY (2006)
 BJ0196
 BJ0196'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BJ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 54 50.14021(N)    090 20 41.60012(W)     ADJUSTED  
 AU0332* NAVD 88     -         0.65   (meters)       2.1    (feet)  GPS OBS(2006.81)
 AU0332  **This station is located in a suspected subsidence area (see below).
 AU0332  ___________________________________________________________________
 AU0332  EPOCH DATE  -        2002.00
 AU0332  X           -     -33,305.395 (meters)                     COMP
 AU0332  Y           -  -5,532,898.905 (meters)                     COMP
 AU0332  Z           -   3,162,094.587 (meters)                     COMP
 AU0332  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU0332  ELLIP HEIGHT-         -25.277 (meters)          (02/10/07) ADJUSTED
 AU0332  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 AU0332
 AU0332  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0332  Type    PID    Designation                      North   East  Ellip
 AU0332  -------------------------------------------------------------------
 AU0332  NETWORK AU0332 E 299                             0.74   0.65   1.71
 AU0332  -------------------------------------------------------------------
 AU0332
 AU0332.The horizontal coordinates were established by GPS observations
 AU0332.and adjusted by the National Geodetic Survey in February 2007.
 AU0332
 AU0332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU0332.high-resolution geoid model.
 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 any height that may have been
 AU0332 ** previously 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
 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;                    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      - 3,312,211.334   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  NAD 83(1992)-  29 54 50.14023(N)    090 20 41.60012(W) AD(2004.65) B
 AU0332  ELLIP H (06/22/05)  -25.280  (m)                       GP(2004.65) 4 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 3 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 - April 26, 2006
 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  HISTORY     - 20060426 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.
 AU0332
 AU0332                          STATION RECOVERY (2006)
 AU0332
 AU0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BH1133 ***********************************************************************
 BH1133  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 BH1133  **This station is located in a suspected subsidence area (see below).
 BH1133  ___________________________________________________________________
 BH1133  EPOCH DATE  -        2004.65
 BH1133  X           -      18,932.222 (meters)                     COMP
 BH1133  Y           -  -5,524,402.923 (meters)                     COMP
 BH1133  Z           -   3,176,940.273 (meters)                     COMP
 BH1133  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH1133  ELLIP HEIGHT-         -21.509 (meters)          (04/11/06) ADJUSTED
 BH1133  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BH1133  HORZ ORDER  -  B
 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.The orthometric height was determined by GPS observations and a
 BH1133.high-resolution geoid model.
 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 has not been validated since last determined
 BH1133 ** by differential leveling and should not be used for control purposes.
 BH1133 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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;                    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  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 = MARCH 13, 2009
 BH1134 ***********************************************************************
 BH1134  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BH1134  DESIGNATION -  E 3146
 BH1134  PID         -  BH1134
 BH1134  STATE/COUNTY-  LA/ORLEANS
 BH1134  USGS QUAD   -  CHEF MENTEUR (1994)
 BH1134
 BH1134                         *CURRENT SURVEY CONTROL
 BH1134  ___________________________________________________________________
 BH1134* NAD 83(2007)-  30 04 14.05642(N)    089 48 05.39265(W)     ADJUSTED  
 BH1134* NAVD 88     -         1.58   (meters)       5.2    (feet)  GPS OBS(2006.81)
 BH1134  **This station is located in a suspected subsidence area (see below).
 BH1134  ___________________________________________________________________
 BH1134  EPOCH DATE  -        2002.00
 BH1134  X           -      19,139.045 (meters)                     COMP
 BH1134  Y           -  -5,524,286.415 (meters)                     COMP
 BH1134  Z           -   3,177,133.892 (meters)                     COMP
 BH1134  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BH1134  ELLIP HEIGHT-         -24.707 (meters)          (03/12/08) ADJUSTED
 BH1134  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BH1134  HORZ ORDER  -  A
 BH1134  ELLP ORDER  -  THIRD     CLASS I
 BH1134
 BH1134.The horizontal coordinates were established by GPS observations
 BH1134.and adjusted by the National Geodetic Survey in March 2008.
 BH1134
 BH1134.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BH1134.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BH1134.The horizontal coordinates are valid at the epoch date displayed above.
 BH1134.The epoch date for horizontal control is a decimal equivalence
 BH1134.of Year/Month/Day.
 BH1134
 BH1134.The orthometric height was determined by GPS observations and a
 BH1134.high-resolution geoid model.
 BH1134 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1134 ** and geoid heights are valid at the date of observation. These heights
 BH1134 ** must always be validated when used as control.
 BH1134 ** The orthometric height was determined by GPS observations using
 BH1134 ** precise GPS observation and processing techniques and a new
 BH1134 ** realization of GEOID03. It supersedes any height that may have been
 BH1134 ** previously determined for this station.
 BH1134 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1134 ** epoch indicated which incorporates improved geoid heights for the
 BH1134 ** Southern Louisiana Subsidence area.
 BH1134 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1134
 BH1134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1134
 BH1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1134
 BH1134.The ellipsoidal height was determined by GPS observations
 BH1134.and is referenced to NAD 83.
 BH1134
 BH1134.The geoid height was determined by GEOID03.
 BH1134
 BH1134;                    North         East     Units Scale Factor Converg.
 BH1134;SPC LA S     -   175,075.993 1,147,681.152   MT  0.99992648   +0 45 57.4
 BH1134;SPC LA S     -   574,395.15  3,765,350.58   sFT  0.99992648   +0 45 57.4
 BH1134;UTM  16      - 3,329,915.141   229,939.424   MT  1.00049991   -1 24 16.5
 BH1134
 BH1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1134!SPC LA S     -   1.00000388  x   0.99992648  =   0.99993036
 BH1134!UTM  16      -   1.00000388  x   1.00049991  =   1.00050379
 BH1134
 BH1134                          SUPERSEDED SURVEY CONTROL
 BH1134
 BH1134  NGVD 29 (05/21/91)    1.867  (m)            6.13   (f) ADJUSTED    1 1
 BH1134
 BH1134.Superseded values are not recommended for survey control.
 BH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1134.See file dsdata.txt to determine how the superseded data were derived.
 BH1134
 BH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU2993929915(NAD 83)
 BH1134_MARKER: DD = SURVEY DISK
 BH1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1134_SP_SET: CONCRETE POST
 BH1134_STAMPING: E 3146
 BH1134_MARK LOGO: LAGS  
 BH1134_PROJECTION: FLUSH
 BH1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1134+STABILITY: SURFACE MOTION
 BH1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1134+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2008
 BH1134
 BH1134  HISTORY     - Date     Condition        Report By
 BH1134  HISTORY     - UNK      MONUMENTED       LAGS
 BH1134  HISTORY     - 1951     GOOD             CGS
 BH1134  HISTORY     - 1972     GOOD             NGS
 BH1134  HISTORY     - 1985     GOOD             NGS
 BH1134  HISTORY     - 1986     GOOD             NGS
 BH1134  HISTORY     - 19901022 GOOD             NGS
 BH1134  HISTORY     - 19941024 GOOD             NGS
 BH1134  HISTORY     - 20060408 GOOD             NGS
 BH1134  HISTORY     - 20081111 GOOD             JCLS
 BH1134
 BH1134                          STATION DESCRIPTION
 BH1134
 BH1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH1134'15.25 MI E FROM NEW ORLEANS.
 BH1134'15.25 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE BRIDGE OVER CHEF
 BH1134'MENTEUR PASS, ABOUT 0.15 MILE NORTHEAST OF THE BRIDGE OVER CHEF
 BH1134'MENTEUR PASS, AT THE JUNCTION OF A DRIVE SOUTHEAST TO A HOUSE WITH TAN
 BH1134'BRICK SIDING, 26 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BH1134'25 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, ABOUT 1 FOOT BELOW
 BH1134'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 BH1134'UNDERGROUND.
 BH1134'THIS MARK WAS PREVIOUSLY REPORTED AS NOT RECOVERED IN THE YEARS 1963,
 BH1134'1969 AND 1970.
 BH1134
 BH1134                          STATION RECOVERY (1972)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BH1134'15.25 MILES EAST ALONG U. S. HIGHWAY 90 FROM THE BRIDGE OVER THE INNER
 BH1134'HABOR NAVIGATION CANAL AT NEW ORLEANS, ABOUT 0.15 MILE NORTHEAST OF
 BH1134'THE BRIDGE OVER CHEF MENTEUR PASS, 37  FEET SOUTHEAST OF THE CENTER OF
 BH1134'THE HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO A RED
 BH1134'BRICK HOUSE, 42.5 FEET SOUTH-SOUTHWEST OF A 6 INCH OAK TREE, 23 FEET
 BH1134'NORTHEAST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE BRICK
 BH1134'HOUSE AND 178.3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE RED
 BH1134'BRICK HOUSE. THE MARK IS SET IN A MANHOLE 12 INCHES IN DIAMETER AND
 BH1134'FLUSH WITH THE GROUND.
 BH1134
 BH1134                          STATION RECOVERY (1985)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 BH1134'RECOVERED IN GOOD CONDITION.
 BH1134
 BH1134                          STATION RECOVERY (1986)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BH1134'RECOVERED IN GOOD CONDITION.
 BH1134
 BH1134                          STATION RECOVERY (1990)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 BH1134'0.25 KM (0.16 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1134'HIGHWAY) FROM THE EAST END OF THE HIGHWAY BRIDGE SPANNING THE CHEF
 BH1134'MENTEUR PASS IN NEW ORLEANS, 54.3 M (178.1 FT) NORTHWEST OF THE
 BH1134'SOUTHWEST CORNER OF A BRICK HOUSE, 11.3 M (37.1 FT) SOUTHEAST OF THE
 BH1134'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) SOUTHWEST OF THE CENTER OF
 BH1134'A DRIVEWAY, AND THE MONUMENT IS 0.9 M (3.0 FT) BELOW THE GROUND
 BH1134'SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A 12-INCH METAL
 BH1134'MANHOLE COVER THAT IS FLUSH WITH THE GROUND SURFACE.
 BH1134
 BH1134                          STATION RECOVERY (1994)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 BH1134'23.3 KM (14.45 MI) EASTERLY ALONG U.S. HIGHWAY 90 (CHEF MENTEUR
 BH1134'HIGHWAY) FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 IN NEW ORLEANS,
 BH1134'54.3 M (178.1 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 BH1134'11.3 M (37.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M
 BH1134'(23.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) BELOW
 BH1134'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 BH1134'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A
 BH1134'12-INCH METAL COVER PRECAST WATER S+W BD.
 BH1134
 BH1134                          STATION RECOVERY (2006)
 BH1134
 BH1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BH1134'RECOVERED IN GOOD CONDITION.  ADD FOLLOWING--1.0 FT SOUTHEAST OF A
 BH1134'CARSONITE WITNESS POST.
 BH1134
 BH1134                          STATION RECOVERY (2008)
 BH1134
 BH1134'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BH1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BW1799 ***********************************************************************
 BW1799  HT_MOD      -  This is a 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(2007)-  31 08 36.91477(N)    091 38 16.90276(W)     ADJUSTED  
 BW1799* NAVD 88     -        21.36   (meters)      70.1    (feet)  GPS OBS   
 BW1799  ___________________________________________________________________
 BW1799  EPOCH DATE  -        2002.00
 BW1799  X           -    -156,182.396 (meters)                     COMP
 BW1799  Y           -  -5,461,537.322 (meters)                     COMP
 BW1799  Z           -   3,279,526.106 (meters)                     COMP
 BW1799  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 BW1799  ELLIP HEIGHT-          -5.639 (meters)          (02/10/07) ADJUSTED
 BW1799  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BW1799
 BW1799  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW1799  Type    PID    Designation                      North   East  Ellip
 BW1799  -------------------------------------------------------------------
 BW1799  NETWORK BW1799 E 336                             0.43   0.41   0.98
 BW1799  -------------------------------------------------------------------
 BW1799
 BW1799.The horizontal coordinates were established by GPS observations
 BW1799.and adjusted by the National Geodetic Survey in February 2007.
 BW1799
 BW1799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW1799.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW1799.The horizontal coordinates are valid at the epoch date displayed above.
 BW1799.The epoch date for horizontal control is a decimal equivalence
 BW1799.of Year/Month/Day.
 BW1799
 BW1799.The orthometric height was determined by GPS observations and a
 BW1799.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BW1799;SPC LA N     -    71,686.352 1,082,197.910   MT  1.00000531   +0 27 20.6
 BW1799;SPC LA N     -   235,190.97  3,550,510.98   sFT  1.00000531   +0 27 20.6
 BW1799;UTM  15      - 3,446,313.375   629,832.549   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 36.91472(N)    091 38 16.90258(W) AD(       ) B
 BW1799  ELLIP H (12/29/04)   -5.644  (m)                       GP(       ) 4 1
 BW1799  NAD 83(1992)-  31 08 36.91389(N)    091 38 16.90194(W) AD(       ) B
 BW1799  ELLIP H (11/18/03)   -5.625  (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 - October 31, 2006
 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  HISTORY     - 20061031 GOOD             JCLS
 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.
 BW1799
 BW1799                          STATION RECOVERY (2006)
 BW1799
 BW1799'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BW1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 14 13.77898(N)    093 15 57.97484(W)     ADJUSTED  
 BK2249* NAVD 88     -         3.75   (meters)      12.3    (feet)  GPS OBS(2006.81)
 BK2249  **This station is located in a suspected subsidence area (see below).
 BK2249  ___________________________________________________________________
 BK2249  EPOCH DATE  -        2002.00
 BK2249  X           -    -314,210.830 (meters)                     COMP
 BK2249  Y           -  -5,506,085.976 (meters)                     COMP
 BK2249  Z           -   3,193,102.723 (meters)                     COMP
 BK2249  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2249  ELLIP HEIGHT-         -23.506 (meters)          (03/12/08) ADJUSTED
 BK2249  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK2249
 BK2249  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK2249  Type    PID    Designation                      North   East  Ellip
 BK2249  -------------------------------------------------------------------
 BK2249  NETWORK BK2249 E 356                             1.33   1.04   2.78
 BK2249  -------------------------------------------------------------------
 BK2249  ELLP ORDER  -  THIRD     CLASS I
 BK2249
 BK2249.The horizontal coordinates were established by GPS observations
 BK2249.and adjusted by the National Geodetic Survey in February 2007.
 BK2249
 BK2249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2249.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 BK2249.high-resolution geoid model.
 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 by GPS observations using
 BK2249 ** precise GPS observation and processing techniques and a new
 BK2249 ** realization of GEOID03. It supersedes any height that may have been
 BK2249 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 BK2249;SPC LA S     -   194,123.704   813,980.212   MT  0.99993421   -0 57 59.1
 BK2249;SPC LA S     -   636,887.52  2,670,533.41   sFT  0.99993421   -0 57 59.1
 BK2249;UTM  15      - 3,345,095.110   474,396.073   MT  0.99960809   -0 08 02.4
 BK2249
 BK2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2249!SPC LA S     -   1.00000369  x   0.99993421  =   0.99993790
 BK2249!UTM  15      -   1.00000369  x   0.99960809  =   0.99961178
 BK2249
 BK2249                          SUPERSEDED SURVEY CONTROL
 BK2249
 BK2249  ELLIP H (02/10/07)  -23.547  (m)                       GP(       )    
 BK2249  NAD 83(1992)-  30 14 13.77880(N)    093 15 57.97503(W) AD(2004.65) B
 BK2249  ELLIP H (06/22/05)  -23.543  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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_MAGNETIC: I = MARKER IS A STEEL ROD
 BK2249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BK2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2249+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 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  HISTORY     - 20060430 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.
 BK2249
 BK2249                          STATION RECOVERY (2006)
 BK2249
 BK2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK2249'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BK2278 ***********************************************************************
 BK2278  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BK2278  DESIGNATION -  E 360
 BK2278  PID         -  BK2278
 BK2278  STATE/COUNTY-  LA/CALCASIEU
 BK2278  USGS QUAD   -  MOSS LAKE (1994)
 BK2278
 BK2278                         *CURRENT SURVEY CONTROL
 BK2278  ___________________________________________________________________
 BK2278* NAD 83(2007)-  30 06 36.90546(N)    093 16 58.18302(W)     ADJUSTED  
 BK2278* NAVD 88     -         1.95   (meters)       6.4    (feet)  GPS OBS(2006.81)
 BK2278  **This station is located in a suspected subsidence area (see below).
 BK2278  ___________________________________________________________________
 BK2278  EPOCH DATE  -        2002.00
 BK2278  X           -    -316,222.873 (meters)                     COMP
 BK2278  Y           -  -5,513,052.098 (meters)                     COMP
 BK2278  Z           -   3,180,939.540 (meters)                     COMP
 BK2278  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BK2278  ELLIP HEIGHT-         -25.231 (meters)          (03/12/08) ADJUSTED
 BK2278  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK2278  HORZ ORDER  -  A
 BK2278  ELLP ORDER  -  THIRD     CLASS I
 BK2278
 BK2278.The horizontal coordinates were established by GPS observations
 BK2278.and adjusted by the National Geodetic Survey in March 2008.
 BK2278
 BK2278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK2278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK2278.The horizontal coordinates are valid at the epoch date displayed above.
 BK2278.The epoch date for horizontal control is a decimal equivalence
 BK2278.of Year/Month/Day.
 BK2278
 BK2278.The orthometric height was determined by GPS observations and a
 BK2278.high-resolution geoid model.
 BK2278 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2278 ** and geoid heights are valid at the date of observation. These heights
 BK2278 ** must always be validated when used as control.
 BK2278 ** The orthometric height was determined by GPS observations using
 BK2278 ** precise GPS observation and processing techniques and a new
 BK2278 ** realization of GEOID03. It supersedes any height that may have been
 BK2278 ** previously determined for this station.
 BK2278 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2278 ** epoch indicated which incorporates improved geoid heights for the
 BK2278 ** Southern Louisiana Subsidence area.
 BK2278 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK2278
 BK2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BK2278
 BK2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 BK2278
 BK2278.The ellipsoidal height was determined by GPS observations
 BK2278.and is referenced to NAD 83.
 BK2278
 BK2278.The geoid height was determined by GEOID03.
 BK2278
 BK2278;                    North         East     Units Scale Factor Converg.
 BK2278;SPC LA S     -   180,085.407   812,131.395   MT  0.99992756   -0 58 29.2
 BK2278;SPC LA S     -   590,830.21  2,664,467.75   sFT  0.99992756   -0 58 29.2
 BK2278;UTM  15      - 3,331,035.954   472,751.982   MT  0.99960916   -0 08 30.8
 BK2278
 BK2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK2278!SPC LA S     -   1.00000396  x   0.99992756  =   0.99993152
 BK2278!UTM  15      -   1.00000396  x   0.99960916  =   0.99961312
 BK2278
 BK2278                          SUPERSEDED SURVEY CONTROL
 BK2278
 BK2278  NGVD 29 (??/??/??)    2.184  (m)            7.17   (f) ADJUSTED    1 2
 BK2278
 BK2278.Superseded values are not recommended for survey control.
 BK2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BK2278.See file dsdata.txt to determine how the superseded data were derived.
 BK2278
 BK2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RVP7275231036(NAD 83)
 BK2278_MARKER: F = FLANGE-ENCASED ROD
 BK2278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BK2278_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BK2278_STAMPING: E 360 1982
 BK2278_MARK LOGO: NGS   
 BK2278_PROJECTION: FLUSH
 BK2278_MAGNETIC: N = NO MAGNETIC MATERIAL
 BK2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BK2278+STABILITY: SURFACE MOTION
 BK2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BK2278+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 BK2278_ROD/PIPE-DEPTH: 21.9 meters
 BK2278_SLEEVE-DEPTH  : 9.1 meters
 BK2278
 BK2278  HISTORY     - Date     Condition        Report By
 BK2278  HISTORY     - 1982     MONUMENTED       NGS
 BK2278  HISTORY     - 20040525 MARK NOT FOUND   USPSQD
 BK2278  HISTORY     - 20060502 GOOD             NGS
 BK2278  HISTORY     - 20060502 GOOD             NGS
 BK2278
 BK2278                          STATION DESCRIPTION
 BK2278
 BK2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BK2278'10.05 KM )6.25 MI) NORT FROM GRAND LAKE.
 BK2278'10.05 KILOMETERS (6.25 MILES) NORTH ALONG STATE HIGHWAY 384 FROM THE
 BK2278'BIG LAKE GOSPEL CHURCH IN GRAND LAKE TO THE ENTRANCE TO THE TRUNKLINE
 BK2278'LNG COMPANY AND THE MARK ON THE LEFT, 14.63 METERS (48.0 FEET) WEST OF
 BK2278'THE CENTERLINE OF THE HIGHWAY, 7.93 METERS (26.0 FEET) NORTH OF THE
 BK2278'NORTH CURB OF THE ENTRANCE, AND 1.68 METERS (5.5 FEET) WEST OF THE
 BK2278'NORTH-SOUTH BOUNDARY CHAIN LINK FENCE.
 BK2278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 BK2278
 BK2278                          STATION RECOVERY (2004)
 BK2278
 BK2278'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 BK2278'MARK NOT FOUND.
 BK2278
 BK2278                          STATION RECOVERY (2006)
 BK2278
 BK2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JBW)
 BK2278'1.5 METERS WEST OF A WITNESS POST.
 BK2278
 BK2278                          STATION RECOVERY (2006)
 BK2278
 BK2278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BK2278'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 AU2109 ***********************************************************************
 AU2109  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 57 42.90256(N)    090 16 39.48717(W)     ADJUSTED  
 AU2109* NAVD 88     -         3.48   (meters)      11.4    (feet)  GPS OBS(2006.81)
 AU2109  **This station is located in a suspected subsidence area (see below).
 AU2109  ___________________________________________________________________
 AU2109  EPOCH DATE  -        2002.00
 AU2109  X           -     -26,798.022 (meters)                     COMP
 AU2109  Y           -  -5,530,281.723 (meters)                     COMP
 AU2109  Z           -   3,166,705.807 (meters)                     COMP
 AU2109  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AU2109  ELLIP HEIGHT-         -22.559 (meters)          (03/12/08) ADJUSTED
 AU2109  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AU2109  OBS GRAVITY -     979,313.8   (mgal)                       GRAV_OBS
 AU2109
 AU2109  HORZ ORDER  -  A
 AU2109  ELLP ORDER  -  THIRD     CLASS I
 AU2109
 AU2109.The horizontal coordinates were established by GPS observations
 AU2109.and adjusted by the National Geodetic Survey in March 2008.
 AU2109
 AU2109.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2109.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU2109.The horizontal coordinates are valid at the epoch date displayed above.
 AU2109.The epoch date for horizontal control is a decimal equivalence
 AU2109.of Year/Month/Day.
 AU2109
 AU2109.The orthometric height was determined by GPS observations and a
 AU2109.high-resolution geoid model.
 AU2109 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2109 ** and geoid heights are valid at the date of observation. These heights
 AU2109 ** must always be validated when used as control.
 AU2109 ** The orthometric height was determined by GPS observations using
 AU2109 ** precise GPS observation and processing techniques and a new
 AU2109 ** realization of GEOID03. It supersedes any height that may have been
 AU2109 ** previously determined for this station.
 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
 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.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     -   162,514.544 1,101,890.259   MT  0.99992597   +0 31 40.3
 AU2109;SPC LA S     -   533,183.13  3,615,118.29   sFT  0.99992597   +0 31 40.3
 AU2109;UTM  15      - 3,317,684.077   762,715.866   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 (09/30/02)  -22.550  (m)                       GP(       ) 4 2
 AU2109  NAD 83(1992)-  29 57 42.90397(N)    090 16 39.48531(W) AD(       ) 1
 AU2109  ELLIP H (01/21/93)  -22.524  (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  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: F = FLANGE-ENCASED 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 3 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 - April 04, 2006
 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  HISTORY     - 20060404 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.
 AU2109
 AU2109                          STATION RECOVERY (2006)
 AU2109
 AU2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2109'RECOVERED IN GOOD CONDITION. NEW MEASUREMENTS.  94.0 M (308.4 FT)
 AU2109'NORTHEAST OF THE EXTENDED CENTERLINE OF ALICE STREET, 78.0 M (255.9
 AU2109'FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF LAUVE LANE, 46.2 M (151.6
 AU2109'FT) NORTHEAST OF A UTILITY POLE WITH INTER SAINT CHARLES PARISH SIGN
 AU2109'ATTACHED, 21.3 M (69.9 FT) NORTH OF A FIRE HYDRANT SOUTH OF THE
 AU2109'HIGHWAY, 1.4 M (4.6 FT) SOUTHWEST OF UTILITY POLE NUMBER 124, 0.7 M
 AU2109'(2.3 FT) SOUTHWEST OF A WITNESS POST. LOGO CAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 AU3295* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3295  **This station is located in a suspected subsidence area (see below).
 AU3295  ___________________________________________________________________
 AU3295  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3295  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3295 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3295 ** and geoid heights are valid at the date of observation. These heights
 AU3295 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 49 57.37982(N)    092 18 25.18496(W)     ADJUSTED  
 AV0571* NAVD 88     -         5.03   (meters)      16.5    (feet)  GPS OBS(2006.81)
 AV0571  **This station is located in a suspected subsidence area (see below).
 AV0571  ___________________________________________________________________
 AV0571  EPOCH DATE  -        2002.00
 AV0571  X           -    -222,905.084 (meters)                     COMP
 AV0571  Y           -  -5,533,004.339 (meters)                     COMP
 AV0571  Z           -   3,154,279.738 (meters)                     COMP
 AV0571  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AV0571  ELLIP HEIGHT-         -21.363 (meters)          (03/12/08) ADJUSTED
 AV0571  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AV0571
 AV0571  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0571  Type    PID    Designation                      North   East  Ellip
 AV0571  -------------------------------------------------------------------
 AV0571  NETWORK AV0571 E 380                             1.98   1.63   4.66
 AV0571  -------------------------------------------------------------------
 AV0571  ELLP ORDER  -  THIRD     CLASS I
 AV0571
 AV0571.The horizontal coordinates were established by GPS observations
 AV0571.and adjusted by the National Geodetic Survey in February 2007.
 AV0571
 AV0571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0571.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0571.high-resolution geoid model.
 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 by GPS observations using
 AV0571 ** precise GPS observation and processing techniques and a new
 AV0571 ** realization of GEOID03. It supersedes any height that may have been
 AV0571 ** previously determined for this station.
 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
 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     -   148,111.676   905,905.378   MT  0.99993003   -0 29 12.6
 AV0571;SPC LA S     -   485,929.72  2,972,124.56   sFT  0.99993003   -0 29 12.6
 AV0571;UTM  15      - 3,300,438.351   566,951.369   MT  0.99965530   +0 20 41.1
 AV0571
 AV0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AV0571!SPC LA S     -   1.00000336  x   0.99993003  =   0.99993338
 AV0571!UTM  15      -   1.00000336  x   0.99965530  =   0.99965865
 AV0571
 AV0571                          SUPERSEDED SURVEY CONTROL
 AV0571
 AV0571  ELLIP H (02/10/07)  -21.336  (m)                       GP(       )    
 AV0571  NAD 83(1992)-  29 49 57.37966(N)    092 18 25.18459(W) AD(2004.65) B
 AV0571  ELLIP H (06/22/05)  -21.330  (m)                       GP(2004.65) 4 1
 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: DV = VERTICAL CONTROL DISK
 AV0571_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AV0571_SP_SET: BRIDGE BANNISTER 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 - April 30, 2006
 AV0571
 AV0571  HISTORY     - Date     Condition        Report By
 AV0571  HISTORY     - 1986     MONUMENTED       NGS
 AV0571  HISTORY     - 20040601 GOOD             NGS
 AV0571  HISTORY     - 20051014 GOOD             NGS
 AV0571  HISTORY     - 20060430 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.
 AV0571
 AV0571                          STATION RECOVERY (2006)
 AV0571
 AV0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0571'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ3757 ***********************************************************************
 BJ3757  HT_MOD      -  This is a 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(2007)-  30 16 46.99864(N)    091 07 59.12718(W)     ADJUSTED  
 BJ3757* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3757  **This station is located in a suspected subsidence area (see below).
 BJ3757  ___________________________________________________________________
 BJ3757  EPOCH DATE  -        2002.00
 BJ3757  X           -    -109,012.360 (meters)                     COMP
 BJ3757  Y           -  -5,511,591.330 (meters)                     COMP
 BJ3757  Z           -   3,197,179.661 (meters)                     COMP
 BJ3757  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BJ3757  ELLIP HEIGHT-         -20.386 (meters)          (02/10/07) ADJUSTED
 BJ3757  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BJ3757
 BJ3757  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3757  Type    PID    Designation                      North   East  Ellip
 BJ3757  -------------------------------------------------------------------
 BJ3757  NETWORK BJ3757 E 384                             0.88   0.74   1.41
 BJ3757  -------------------------------------------------------------------
 BJ3757
 BJ3757.The horizontal coordinates were established by GPS observations
 BJ3757.and adjusted by the National Geodetic Survey in February 2007.
 BJ3757
 BJ3757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3757.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3757.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3757.The epoch date for horizontal control is a decimal equivalence
 BJ3757.of Year/Month/Day.
 BJ3757
 BJ3757.The orthometric height was determined by GPS observations and a
 BJ3757.high-resolution geoid model.
 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 has not been validated since last determined
 BJ3757 ** by differential leveling and should not be used for control purposes.
 BJ3757 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 BJ3757.Photographs are available 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     -   197,289.575 1,019,265.021   MT  0.99993754   +0 06 00.4
 BJ3757;SPC LA S     -   647,274.21  3,344,038.66   sFT  0.99993754   +0 06 00.4
 BJ3757;UTM  15      - 3,351,256.885   679,567.681   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  NAD 83(1992)-  30 16 46.99868(N)    091 07 59.12691(W) AD(       ) B
 BJ3757  ELLIP H (05/09/05)  -20.393  (m)                       GP(       ) 4 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 - July 25, 2008
 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  HISTORY     - 20080725 GOOD             JCLS
 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.
 BJ3757
 BJ3757                          STATION RECOVERY (2008)
 BJ3757
 BJ3757'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 BJ3757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3028  **This station is located in a suspected subsidence area (see below).
 BK3028  ___________________________________________________________________
 BK3028  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BK3028  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3028 ** and geoid heights are valid at the date of observation. These heights
 BK3028 ** must always be validated when used as control.
 BK3028 ** The orthometric height has not been validated since last determined
 BK3028 ** by differential leveling and should not be used for control purposes.
 BK3028 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3028 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3028 ** epoch indicated which incorporates improved geoid heights for the
 BK3028 ** Southern Louisiana Subsidence area.
 BK3028 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 DJ9348 ***********************************************************************
 DJ9348  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9348  DESIGNATION -  E 393
 DJ9348  PID         -  DJ9348
 DJ9348  STATE/COUNTY-  LA/WEST BATON ROUGE
 DJ9348  USGS QUAD   -  WALLS (1994)
 DJ9348
 DJ9348                         *CURRENT SURVEY CONTROL
 DJ9348  ___________________________________________________________________
 DJ9348* NAD 83(2007)-  30 31 16.95360(N)    091 22 23.00272(W)     ADJUSTED  
 DJ9348* NAVD 88     -         6.39   (meters)      21.0    (feet)  GPS OBS(2006.81)
 DJ9348  **This station is located in a suspected subsidence area (see below).
 DJ9348  ___________________________________________________________________
 DJ9348  EPOCH DATE  -        2002.00
 DJ9348  X           -    -131,770.057 (meters)                     COMP
 DJ9348  Y           -  -5,497,533.298 (meters)                     COMP
 DJ9348  Z           -   3,220,285.582 (meters)                     COMP
 DJ9348  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DJ9348  ELLIP HEIGHT-         -20.870 (meters)          (03/12/08) ADJUSTED
 DJ9348  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DJ9348  HORZ ORDER  -  A
 DJ9348  ELLP ORDER  -  THIRD     CLASS I
 DJ9348
 DJ9348.The horizontal coordinates were established by GPS observations
 DJ9348.and adjusted by the National Geodetic Survey in March 2008.
 DJ9348
 DJ9348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9348.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9348.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9348.The epoch date for horizontal control is a decimal equivalence
 DJ9348.of Year/Month/Day.
 DJ9348
 DJ9348.The orthometric height was determined by GPS observations and a
 DJ9348.high-resolution geoid model.
 DJ9348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9348 ** and geoid heights are valid at the date of observation. These heights
 DJ9348 ** must always be validated when used as control.
 DJ9348 ** The orthometric height was determined by GPS observations using
 DJ9348 ** precise GPS observation and processing techniques and a new
 DJ9348 ** realization of GEOID03. It supersedes any height that may have been
 DJ9348 ** previously determined for this station.
 DJ9348 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9348 ** epoch indicated which incorporates improved geoid heights for the
 DJ9348 ** Southern Louisiana Subsidence area.
 DJ9348 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9348
 DJ9348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9348
 DJ9348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9348
 DJ9348.The ellipsoidal height was determined by GPS observations
 DJ9348.and is referenced to NAD 83.
 DJ9348
 DJ9348.The geoid height was determined by GEOID03.
 DJ9348
 DJ9348;                    North         East     Units Scale Factor Converg.
 DJ9348;SPC LA S     -   224,061.674   996,187.597   MT  0.99996688   -0 01 11.5
 DJ9348;SPC LA S     -   735,109.01  3,268,325.47   sFT  0.99996688   -0 01 11.5
 DJ9348;UTM  15      - 3,377,686.069   656,098.458   MT  0.99990060   +0 49 35.1
 DJ9348
 DJ9348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9348!SPC LA S     -   1.00000328  x   0.99996688  =   0.99997016
 DJ9348!UTM  15      -   1.00000328  x   0.99990060  =   0.99990388
 DJ9348
 DJ9348                          SUPERSEDED SURVEY CONTROL
 DJ9348
 DJ9348.No superseded survey control is available for this station.
 DJ9348
 DJ9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP5609877686(NAD 83)
 DJ9348_MARKER: DH = HORIZONTAL CONTROL DISK
 DJ9348_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ9348_SP_SET: BRIDGE WINGWALL
 DJ9348_STAMPING: E 393 2006
 DJ9348_MARK LOGO: NGS   
 DJ9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9348+STABILITY: SURFACE MOTION
 DJ9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9348+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 DJ9348
 DJ9348  HISTORY     - Date     Condition        Report By
 DJ9348  HISTORY     - 20060609 MONUMENTED       NGS
 DJ9348
 DJ9348                          STATION DESCRIPTION
 DJ9348
 DJ9348'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9348'TO REACH FROM I-10 WESTBOUND LANES, WEST OF BATON ROUGE, TAKE EXIT 151
 DJ9348'FOR STATE HIGHWAY 415, U.S. HIGHWAY 190 LOBDELL, GO 3.05 MI (4.9 KM)
 DJ9348'NORTH ALONG STATE HIGHWAY 415 PASSING OVER A RAILROAD OVERPASS TO THE
 DJ9348'JUNCTION OF STATE HIGHWAY 987-3, CONTINUE NORTH ALONG STATE HIGHWAY
 DJ9348'415 FOR 0.65 MILE PASSING UNDER U.S. HIGHWAY 190 AND A SHARP CURVE
 DJ9348'LEFT TO WHERE ROAD MERGES WITH U.S. HIGHWAY 190 WEST, CONTINUE WEST
 DJ9348'ALONG U.S. HIGHWAY 190 FOR 4.55 MI (7.3 KM) TO THE JUNCTION OF STATE
 DJ9348'HIGHWAY 983, CONTINUE WEST ALONG U.S. HIGHWAY 190 FOR 2.4 MI (3.9 KM)
 DJ9348'TO A BRIDGE AND MARK IN THE SOUTHWEST WINGWALL OF BRIDGE.  ALSO CAN BE
 DJ9348'REACHED BY GOING 2.2 MI (3.5 KM) EAST ALONG U.S. HIGHWAY 190 FROM THE
 DJ9348'JUNCTION OF STATE HIGHWAY 413 IN ERWINVILLE.
 DJ9348' 
 DJ9348'24.9 FT (7.59 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 190 EASTBOUND
 DJ9348'LANES, 1.4 FT (0.43 M) SOUTH OF A GUARDRAIL, AND 5.8 FT (1.77 M) EAST
 DJ9348'OF WARNING REFLECTOR SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2600  **This station is located in a suspected subsidence area (see below).
 BK2600  ___________________________________________________________________
 BK2600  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2600  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2600  DYNAMIC HT  -          24.9   (meters)      82.    (feet)  COMP
 BK2600  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2600
 BK2600  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2600 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2600 ** and geoid heights are valid at the date of observation. These heights
 BK2600 ** must always be validated when used as control.
 BK2600 ** The orthometric height has not been validated since last determined
 BK2600 ** by differential leveling and should not be used for control purposes.
 BK2600 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2600 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2600 ** epoch indicated which incorporates improved geoid heights for the
 BK2600 ** Southern Louisiana Subsidence area.
 BK2600 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2599  **This station is located in a suspected subsidence area (see below).
 BK2599  ___________________________________________________________________
 BK2599  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2599  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BK2599  DYNAMIC HT  -          25.4   (meters)      83.    (feet)  COMP
 BK2599  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 BK2599
 BK2599  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BK2599 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2599 ** and geoid heights are valid at the date of observation. These heights
 BK2599 ** must always be validated when used as control.
 BK2599 ** The orthometric height has not been validated since last determined
 BK2599 ** by differential leveling and should not be used for control purposes.
 BK2599 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2599 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2599 ** epoch indicated which incorporates improved geoid heights for the
 BK2599 ** Southern Louisiana Subsidence area.
 BK2599 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3185  **This station is located in a suspected subsidence area (see below).
 BK3185  ___________________________________________________________________
 BK3185  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BK3185  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3185 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3185 ** and geoid heights are valid at the date of observation. These heights
 BK3185 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3187  **This station is located in a suspected subsidence area (see below).
 BK3187  ___________________________________________________________________
 BK3187  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BK3187  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3187 ** and geoid heights are valid at the date of observation. These heights
 BK3187 ** must always be validated when used as control.
 BK3187 ** The orthometric height has not been validated since last determined
 BK3187 ** by differential leveling and should not be used for control purposes.
 BK3187 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3187 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3187 ** epoch indicated which incorporates improved geoid heights for the
 BK3187 ** Southern Louisiana Subsidence area.
 BK3187 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0968+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 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  HISTORY     - 20070605 GOOD             MAEC
 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.
 CQ0968
 CQ0968                          STATION RECOVERY (2007)
 CQ0968
 CQ0968'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 CQ0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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  HISTORY     - 20080229 POOR             GEOCAC
 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.
 BJ3444
 BJ3444                          STATION RECOVERY (2008)
 BJ3444
 BJ3444'RECOVERY NOTE BY GEOCACHING 2008 (AH)
 BJ3444'RECOVERED AS DESCRIBED, BUT DISK IS UNREADABLE.  POSSIBLY DAMAGED BY
 BJ3444'MOWING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2561  **This station is located in a suspected subsidence area (see below).
 AU2561  ___________________________________________________________________
 AU2561  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2561  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4291  **This station is located in a suspected subsidence area (see below).
 BJ4291  ___________________________________________________________________
 BJ4291  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 BJ4291  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4291 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4291 ** and geoid heights are valid at the date of observation. These heights
 BJ4291 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0807  **This station is located in a suspected subsidence area (see below).
 AV0807  ___________________________________________________________________
 AV0807  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AV0807  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0807 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0807 ** and geoid heights are valid at the date of observation. These heights
 AV0807 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2979  **This station is located in a suspected subsidence area (see below).
 AU2979  ___________________________________________________________________
 AU2979  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AU2979  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2979 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2979 ** and geoid heights are valid at the date of observation. These heights
 AU2979 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2565  **This station is located in a suspected subsidence area (see below).
 AU2565  ___________________________________________________________________
 AU2565  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AU2565  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2565 ** and geoid heights are valid at the date of observation. These heights
 AU2565 ** must always be validated when used as control.
 AU2565 ** The orthometric height has not been validated since last determined
 AU2565 ** by differential leveling and should not be used for control purposes.
 AU2565 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2565 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2565 ** epoch indicated which incorporates improved geoid heights for the
 AU2565 ** Southern Louisiana Subsidence area.
 AU2565 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3185  **This station is located in a suspected subsidence area (see below).
 AU3185  ___________________________________________________________________
 AU3185  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3185  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3185 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3185 ** and geoid heights are valid at the date of observation. These heights
 AU3185 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2978  **This station is located in a suspected subsidence area (see below).
 AU2978  ___________________________________________________________________
 AU2978  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AU2978  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2978 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2978 ** and geoid heights are valid at the date of observation. These heights
 AU2978 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1419  **This station is located in a suspected subsidence area (see below).
 AT1419  ___________________________________________________________________
 AT1419  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AT1419  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1419 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1419 ** and geoid heights are valid at the date of observation. These heights
 AT1419 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1420  **This station is located in a suspected subsidence area (see below).
 AT1420  ___________________________________________________________________
 AT1420  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AT1420  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1420 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1420 ** and geoid heights are valid at the date of observation. These heights
 AT1420 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2679  **This station is located in a suspected subsidence area (see below).
 AU2679  ___________________________________________________________________
 AU2679  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2679  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0814  **This station is located in a suspected subsidence area (see below).
 AT0814  ___________________________________________________________________
 AT0814  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AT0814  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0814 ** and geoid heights are valid at the date of observation. These heights
 AT0814 ** must always be validated when used as control.
 AT0814 ** The orthometric height has not been validated since last determined
 AT0814 ** by differential leveling and should not be used for control purposes.
 AT0814 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0814 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0814 ** epoch indicated which incorporates improved geoid heights for the
 AT0814 ** Southern Louisiana Subsidence area.
 AT0814 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4259  **This station is located in a suspected subsidence area (see below).
 BJ4259  ___________________________________________________________________
 BJ4259  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4259  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BJ4259 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4259 ** and geoid heights are valid at the date of observation. These heights
 BJ4259 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2786  **This station is located in a suspected subsidence area (see below).
 BH2786  ___________________________________________________________________
 BH2786  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BH2786  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BH2786 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2786 ** and geoid heights are valid at the date of observation. These heights
 BH2786 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3293  **This station is located in a suspected subsidence area (see below).
 BK3293  ___________________________________________________________________
 BK3293  X           -    -302,495.889 (meters)                     COMP
 BK3293  Y           -  -5,507,837.687 (meters)                     COMP
 BK3293  Z           -   3,191,225.507 (meters)                     COMP
 BK3293  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BK3293  ELLIP HEIGHT-         -23.271 (meters)          (06/26/02) ADJUSTED
 BK3293  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3293 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3293 ** and geoid heights are valid at the date of observation. These heights
 BK3293 ** must always be validated when used as control.
 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 more information.
 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
 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)  -23.241  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2454  **This station is located in a suspected subsidence area (see below).
 AU2454  ___________________________________________________________________
 AU2454  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2454  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2454 ** and geoid heights are valid at the date of observation. These heights
 AU2454 ** must always be validated when used as control.
 AU2454 ** The orthometric height has not been validated since last determined
 AU2454 ** by differential leveling and should not be used for control purposes.
 AU2454 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2454 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2454 ** epoch indicated which incorporates improved geoid heights for the
 AU2454 ** Southern Louisiana Subsidence area.
 AU2454 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2460  **This station is located in a suspected subsidence area (see below).
 AU2460  ___________________________________________________________________
 AU2460  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2460  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2460 ** and geoid heights are valid at the date of observation. These heights
 AU2460 ** must always be validated when used as control.
 AU2460 ** The orthometric height has not been validated since last determined
 AU2460 ** by differential leveling and should not be used for control purposes.
 AU2460 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2460 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2460 ** epoch indicated which incorporates improved geoid heights for the
 AU2460 ** Southern Louisiana Subsidence area.
 AU2460 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2459  **This station is located in a suspected subsidence area (see below).
 AU2459  ___________________________________________________________________
 AU2459  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU2459  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2459 ** and geoid heights are valid at the date of observation. These heights
 AU2459 ** must always be validated when used as control.
 AU2459 ** The orthometric height has not been validated since last determined
 AU2459 ** by differential leveling and should not be used for control purposes.
 AU2459 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2459 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2459 ** epoch indicated which incorporates improved geoid heights for the
 AU2459 ** Southern Louisiana Subsidence area.
 AU2459 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4174  **This station is located in a suspected subsidence area (see below).
 BJ4174  ___________________________________________________________________
 BJ4174  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BJ4174  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4174 ** and geoid heights are valid at the date of observation. These heights
 BJ4174 ** must always be validated when used as control.
 BJ4174 ** The orthometric height has not been validated since last determined
 BJ4174 ** by differential leveling and should not be used for control purposes.
 BJ4174 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4174 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4174 ** epoch indicated which incorporates improved geoid heights for the
 BJ4174 ** Southern Louisiana Subsidence area.
 BJ4174 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 DI4040 ***********************************************************************
 DI4040  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4040  DESIGNATION -  EBR 001A
 DI4040  PID         -  DI4040
 DI4040  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4040  USGS QUAD   -  PRIDE (1980)
 DI4040
 DI4040                         *CURRENT SURVEY CONTROL
 DI4040  ___________________________________________________________________
 DI4040* NAD 83(1992)-  30 42 37.28554(N)    090 54 22.32961(W)     ADJUSTED  
 DI4040* NAVD 88     -        36.93   (meters)     121.2    (feet)  GPS OBS(2006.81)
 DI4040  **This station is located in a suspected subsidence area (see below).
 DI4040  ___________________________________________________________________
 DI4040  EPOCH DATE  -        2004.65
 DI4040  X           -     -86,803.210 (meters)                     COMP
 DI4040  Y           -  -5,487,782.209 (meters)                     COMP
 DI4040  Z           -   3,238,331.570 (meters)                     COMP
 DI4040  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DI4040  ELLIP HEIGHT-           9.699 (meters)          (03/12/08) ADJUSTED
 DI4040  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DI4040  HORZ ORDER  -  B
 DI4040  ELLP ORDER  -  THIRD     CLASS I
 DI4040
 DI4040.The horizontal coordinates were established by GPS observations
 DI4040.and adjusted by the National Geodetic Survey in March 2007.
 DI4040.The horizontal coordinates are valid at the epoch date displayed above.
 DI4040.The epoch date for horizontal control is a decimal equivalence
 DI4040.of Year/Month/Day.
 DI4040
 DI4040.The orthometric height was determined by GPS observations and a
 DI4040.high-resolution geoid model.
 DI4040 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4040 ** and geoid heights are valid at the date of observation. These heights
 DI4040 ** must always be validated when used as control.
 DI4040 ** The orthometric height was determined by GPS observations using
 DI4040 ** precise GPS observation and processing techniques and a new
 DI4040 ** realization of GEOID03. It supersedes any height that may have been
 DI4040 ** previously determined for this station.
 DI4040 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4040 ** epoch indicated which incorporates improved geoid heights for the
 DI4040 ** Southern Louisiana Subsidence area.
 DI4040 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4040
 DI4040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4040
 DI4040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4040
 DI4040.The ellipsoidal height was determined by GPS observations
 DI4040.and is referenced to NAD 83.
 DI4040
 DI4040.The geoid height was determined by GEOID03.
 DI4040
 DI4040;                    North         East     Units Scale Factor Converg.
 DI4040;SPC LA S     -   245,087.917 1,040,915.570   MT  1.00000222   +0 12 48.9
 DI4040;SPC LA S     -   804,092.61  3,415,070.50   sFT  1.00000222   +0 12 48.9
 DI4040;UTM  15      - 3,399,374.501   700,509.695   MT  1.00009598   +1 04 10.8
 DI4040
 DI4040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4040!SPC LA S     -   0.99999848  x   1.00000222  =   1.00000070
 DI4040!UTM  15      -   0.99999848  x   1.00009598  =   1.00009446
 DI4040
 DI4040                          SUPERSEDED SURVEY CONTROL
 DI4040
 DI4040  ELLIP H (03/01/07)    9.720  (m)                       GP(       ) 4 1
 DI4040
 DI4040.Superseded values are not recommended for survey control.
 DI4040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4040.See file dsdata.txt to determine how the superseded data were derived.
 DI4040
 DI4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0051099375(NAD 83)
 DI4040_MARKER: I = METAL ROD
 DI4040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI4040_MAGNETIC: I = MARKER IS A STEEL ROD
 DI4040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4040+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 DI4040
 DI4040  HISTORY     - Date     Condition        Report By
 DI4040  HISTORY     - 20041201 MONUMENTED       SJB
 DI4040
 DI4040                          STATION DESCRIPTION
 DI4040
 DI4040'DESCRIBED BY SJB GROUP INCORPORATED 2004
 DI4040'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) EAST FROM SLAUGHTER, 2 MI
 DI4040'(3.22 KM) WEST FROM BAYWOOD, 1.5 MI (2.41 KM) EAST OF PRIDE.
 DI4040'
 DI4040'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DI4040'
 DI4040'TO REACH FROM THE INTERSECTION OF FLANNERY ROAD AND GREENWELL SPRINGS
 DI4040'ROAD IN BATON ROUGE GO NORTHEAST ON GREENWELL SPRINGS ROAD FOR 18.8 MI
 DI4040'(30.26 KM) THEN NORTHWEST ON JIM PRICE ROAD FOR 1.3 MI (2.09 KM), THEN
 DI4040'WEST ON PRIDE- BAYWOOD ROAD FOR 0.1 OF A MILE.  STATION IS ON THE
 DI4040'RIGHT 25.6 FT (7.8 M) NORTH FROM NORTH EDGE OF ROAD, WITH A SIGN
 DI4040'BEHIND THE MARK.
 DI4040'
 DI4040'THE STATION IS 23.6 FT (7.2 M) EAST FROM POWER POLE, 25.6 FT (7.8 M)
 DI4040'NORTH FROM NORTH EDGE OF ROAD, 4.6 FT (1.4 M) SOUTH FROM FENCE, 2 FT
 DI4040'(0.6 M) SOUTH OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI4045 ***********************************************************************
 DI4045  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4045  DESIGNATION -  EBR002A
 DI4045  PID         -  DI4045
 DI4045  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4045  USGS QUAD   -  DENHAM SPRINGS (1995)
 DI4045
 DI4045                         *CURRENT SURVEY CONTROL
 DI4045  ___________________________________________________________________
 DI4045* NAD 83(2007)-  30 27 58.90112(N)    090 59 38.39532(W)     ADJUSTED  
 DI4045* NAVD 88     -        11.68   (meters)      38.3    (feet)  GPS OBS(2006.81)
 DI4045  **This station is located in a suspected subsidence area (see below).
 DI4045  ___________________________________________________________________
 DI4045  EPOCH DATE  -        2002.00
 DI4045  X           -     -95,450.610 (meters)                     COMP
 DI4045  Y           -  -5,501,383.889 (meters)                     COMP
 DI4045  Z           -   3,215,033.006 (meters)                     COMP
 DI4045  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DI4045  ELLIP HEIGHT-         -15.388 (meters)          (03/12/08) ADJUSTED
 DI4045  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DI4045  HORZ ORDER  -  A
 DI4045  ELLP ORDER  -  THIRD     CLASS I
 DI4045
 DI4045.The horizontal coordinates were established by GPS observations
 DI4045.and adjusted by the National Geodetic Survey in March 2008.
 DI4045
 DI4045.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI4045.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI4045.The horizontal coordinates are valid at the epoch date displayed above.
 DI4045.The epoch date for horizontal control is a decimal equivalence
 DI4045.of Year/Month/Day.
 DI4045
 DI4045.The orthometric height was determined by GPS observations and a
 DI4045.high-resolution geoid model.
 DI4045 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4045 ** and geoid heights are valid at the date of observation. These heights
 DI4045 ** must always be validated when used as control.
 DI4045 ** The orthometric height was determined by GPS observations using
 DI4045 ** precise GPS observation and processing techniques and a new
 DI4045 ** realization of GEOID03. It supersedes any height that may have been
 DI4045 ** previously determined for this station.
 DI4045 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4045 ** epoch indicated which incorporates improved geoid heights for the
 DI4045 ** Southern Louisiana Subsidence area.
 DI4045 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4045
 DI4045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4045
 DI4045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4045
 DI4045.The ellipsoidal height was determined by GPS observations
 DI4045.and is referenced to NAD 83.
 DI4045
 DI4045.The geoid height was determined by GEOID03.
 DI4045
 DI4045;                    North         East     Units Scale Factor Converg.
 DI4045;SPC LA S     -   218,010.529 1,032,585.569   MT  0.99995864   +0 10 10.8
 DI4045;SPC LA S     -   715,256.21  3,387,741.15   sFT  0.99995864   +0 10 10.8
 DI4045;UTM  15      - 3,372,173.603   692,582.408   MT  1.00005755   +1 01 02.7
 DI4045
 DI4045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4045!SPC LA S     -   1.00000242  x   0.99995864  =   0.99996106
 DI4045!UTM  15      -   1.00000242  x   1.00005755  =   1.00005997
 DI4045
 DI4045                          SUPERSEDED SURVEY CONTROL
 DI4045
 DI4045  NAD 83(1992)-  30 27 58.90093(N)    090 59 38.39519(W) AD(2004.65) B
 DI4045  ELLIP H (03/01/07)  -15.343  (m)                       GP(2004.65) 4 1
 DI4045
 DI4045.Superseded values are not recommended for survey control.
 DI4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4045.See file dsdata.txt to determine how the superseded data were derived.
 DI4045
 DI4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9258272174(NAD 83)
 DI4045_MARKER: I = METAL ROD
 DI4045_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI4045_STAMPING: EBR002A
 DI4045_MARK LOGO: LA-033
 DI4045_PROJECTION: FLUSH
 DI4045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4045+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI4045_ROD/PIPE-DEPTH:  9.8 meters
 DI4045_SLEEVE-DEPTH  : 1 meters
 DI4045
 DI4045  HISTORY     - Date     Condition        Report By
 DI4045  HISTORY     - UNK      MONUMENTED       LA-033
 DI4045  HISTORY     - 20060131 GOOD             SJB
 DI4045  HISTORY     - 20060602 GOOD             NGS
 DI4045
 DI4045                          STATION DESCRIPTION
 DI4045
 DI4045'DESCRIBED BY SJB GROUP INCORPORATED 2006 (SAH)
 DI4045'THE STATION IS LOCATED IN EAST BATON ROUGE PARISH , APPROX. 6.2 MILES
 DI4045'EAST OF THE INTERSECTION OF LA 61 AND LA 190, 0.3 OF A MILE WEST OF LA
 DI4045'190 AND THE AMITE RIVER.
 DI4045' 
 DI4045'THE STATION IS OWNED BY LDOTD.
 DI4045' 
 DI4045'TO REACH FROM THE INTERSECTION OF O'NEIL LANE AND LA 190 PROCEED EAST
 DI4045'ON LA 190 1.0 MILES TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 DI4045' 
 DI4045'MARK IS 18.5 FEET NORTH OF CENTERLINE NORTH SERVICE ROAD AND 243.8
 DI4045'FEET EAST OF NORTHEAST CORNER OF BRICK/CINDER BUILDING ON SLAB, 236.9
 DI4045'FEET WEST OF WEST END IN CONCRETE CULVERT (18 RCP).
 DI4045
 DI4045                          STATION RECOVERY (2006)
 DI4045
 DI4045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DI4045'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI4041 ***********************************************************************
 DI4041  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4041  DESIGNATION -  EBR003A
 DI4041  PID         -  DI4041
 DI4041  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4041  USGS QUAD   -  PRAIRIEVILLE (1995)
 DI4041
 DI4041                         *CURRENT SURVEY CONTROL
 DI4041  ___________________________________________________________________
 DI4041* NAD 83(2007)-  30 20 57.63534(N)    090 56 33.88996(W)     ADJUSTED  
 DI4041* NAVD 88     -         6.34   (meters)      20.8    (feet)  GPS OBS(2006.81)
 DI4041  **This station is located in a suspected subsidence area (see below).
 DI4041  ___________________________________________________________________
 DI4041  EPOCH DATE  -        2002.00
 DI4041  X           -     -90,637.504 (meters)                     COMP
 DI4041  Y           -  -5,508,027.749 (meters)                     COMP
 DI4041  Z           -   3,203,842.278 (meters)                     COMP
 DI4041  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DI4041  ELLIP HEIGHT-         -20.610 (meters)          (03/12/08) ADJUSTED
 DI4041  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DI4041  HORZ ORDER  -  A
 DI4041  ELLP ORDER  -  THIRD     CLASS I
 DI4041
 DI4041.The horizontal coordinates were established by GPS observations
 DI4041.and adjusted by the National Geodetic Survey in March 2008.
 DI4041
 DI4041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI4041.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI4041.The horizontal coordinates are valid at the epoch date displayed above.
 DI4041.The epoch date for horizontal control is a decimal equivalence
 DI4041.of Year/Month/Day.
 DI4041
 DI4041.The orthometric height was determined by GPS observations and a
 DI4041.high-resolution geoid model.
 DI4041 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4041 ** and geoid heights are valid at the date of observation. These heights
 DI4041 ** must always be validated when used as control.
 DI4041 ** The orthometric height was determined by GPS observations using
 DI4041 ** precise GPS observation and processing techniques and a new
 DI4041 ** realization of GEOID03. It supersedes any height that may have been
 DI4041 ** previously determined for this station.
 DI4041 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4041 ** epoch indicated which incorporates improved geoid heights for the
 DI4041 ** Southern Louisiana Subsidence area.
 DI4041 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4041
 DI4041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4041
 DI4041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4041
 DI4041.The ellipsoidal height was determined by GPS observations
 DI4041.and is referenced to NAD 83.
 DI4041
 DI4041.The geoid height was determined by GEOID03.
 DI4041
 DI4041;                    North         East     Units Scale Factor Converg.
 DI4041;SPC LA S     -   205,054.345 1,037,551.337   MT  0.99994417   +0 11 43.1
 DI4041;SPC LA S     -   672,749.13  3,404,033.01   sFT  0.99994417   +0 11 43.1
 DI4041;UTM  15      - 3,359,290.632   697,739.577   MT  1.00008240   +1 02 23.3
 DI4041
 DI4041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4041!SPC LA S     -   1.00000324  x   0.99994417  =   0.99994741
 DI4041!UTM  15      -   1.00000324  x   1.00008240  =   1.00008564
 DI4041
 DI4041                          SUPERSEDED SURVEY CONTROL
 DI4041
 DI4041  NAD 83(1992)-  30 20 57.63509(N)    090 56 33.88977(W) AD(2004.65) B
 DI4041  ELLIP H (03/01/07)  -20.593  (m)                       GP(2004.65) 4 1
 DI4041
 DI4041.Superseded values are not recommended for survey control.
 DI4041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4041.See file dsdata.txt to determine how the superseded data were derived.
 DI4041
 DI4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9774059291(NAD 83)
 DI4041_MARKER: I = METAL ROD
 DI4041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI4041_STAMPING: EBR003A
 DI4041_MARK LOGO: LA-033
 DI4041_PROJECTION: FLUSH
 DI4041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4041+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI4041_ROD/PIPE-DEPTH:  8.5 meters
 DI4041_SLEEVE-DEPTH  : 1 meters
 DI4041
 DI4041  HISTORY     - Date     Condition        Report By
 DI4041  HISTORY     - 20060109 MONUMENTED       SJB
 DI4041  HISTORY     - 20060602 GOOD             NGS
 DI4041
 DI4041                          STATION DESCRIPTION
 DI4041
 DI4041'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DI4041'THE STATION IS LOCATED IN EAST BATON ROUGE PARISH LOUISIANA.
 DI4041' 
 DI4041'TO REACH FROM THE INTERSECTION OF JEFFERSON HWY TRAVEL EAST ALONG HOO
 DI4041'SHOO TOO ROAD 3.1 MILES TO THE MARK ON THE LEFT (NORTH) SIDE OF THE
 DI4041'ROAD.
 DI4041' 
 DI4041'THE STATION IS 14.2 FEET SOUTH OF A CONCRETE FENCE, 39.9 FEET WEST OF
 DI4041'A POWER LINE, 68.1 FEET NORTHWEST OF SOUTHEAST CORNER OF A WOODEN
 DI4041'FENCE AT 21850 HOO SHOO TOO ROAD.
 DI4041
 DI4041                          STATION RECOVERY (2006)
 DI4041
 DI4041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DI4041'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI4042 ***********************************************************************
 DI4042  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4042  DESIGNATION -  EBR004A
 DI4042  PID         -  DI4042
 DI4042  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4042  USGS QUAD   -  PLAQUEMINE (1992)
 DI4042
 DI4042                         *CURRENT SURVEY CONTROL
 DI4042  ___________________________________________________________________
 DI4042* NAD 83(2007)-  30 20 12.30616(N)    091 07 45.18753(W)     ADJUSTED  
 DI4042* NAVD 88     -         5.60   (meters)      18.4    (feet)  GPS OBS(2006.81)
 DI4042  **This station is located in a suspected subsidence area (see below).
 DI4042  ___________________________________________________________________
 DI4042  EPOCH DATE  -        2002.00
 DI4042  X           -    -108,576.985 (meters)                     COMP
 DI4042  Y           -  -5,508,407.858 (meters)                     COMP
 DI4042  Z           -   3,202,637.186 (meters)                     COMP
 DI4042  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 DI4042  ELLIP HEIGHT-         -21.486 (meters)          (03/12/08) ADJUSTED
 DI4042  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DI4042  HORZ ORDER  -  A
 DI4042  ELLP ORDER  -  THIRD     CLASS I
 DI4042
 DI4042.The horizontal coordinates were established by GPS observations
 DI4042.and adjusted by the National Geodetic Survey in March 2008.
 DI4042
 DI4042.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI4042.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI4042.The horizontal coordinates are valid at the epoch date displayed above.
 DI4042.The epoch date for horizontal control is a decimal equivalence
 DI4042.of Year/Month/Day.
 DI4042
 DI4042.The orthometric height was determined by GPS observations and a
 DI4042.high-resolution geoid model.
 DI4042 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4042 ** and geoid heights are valid at the date of observation. These heights
 DI4042 ** must always be validated when used as control.
 DI4042 ** The orthometric height was determined by GPS observations using
 DI4042 ** precise GPS observation and processing techniques and a new
 DI4042 ** realization of GEOID03. It supersedes any height that may have been
 DI4042 ** previously determined for this station.
 DI4042 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4042 ** epoch indicated which incorporates improved geoid heights for the
 DI4042 ** Southern Louisiana Subsidence area.
 DI4042 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4042
 DI4042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4042
 DI4042.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4042
 DI4042.The ellipsoidal height was determined by GPS observations
 DI4042.and is referenced to NAD 83.
 DI4042
 DI4042.The geoid height was determined by GEOID03.
 DI4042
 DI4042;                    North         East     Units Scale Factor Converg.
 DI4042;SPC LA S     -   203,612.040 1,019,626.291   MT  0.99994286   +0 06 07.4
 DI4042;SPC LA S     -   668,017.17  3,345,223.92   sFT  0.99994286   +0 06 07.4
 DI4042;UTM  15      - 3,357,584.347   679,835.988   MT  0.99999900   +0 56 42.5
 DI4042
 DI4042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4042!SPC LA S     -   1.00000337  x   0.99994286  =   0.99994623
 DI4042!UTM  15      -   1.00000337  x   0.99999900  =   1.00000237
 DI4042
 DI4042                          SUPERSEDED SURVEY CONTROL
 DI4042
 DI4042  NAD 83(1992)-  30 20 12.30594(N)    091 07 45.18722(W) AD(2004.65) B
 DI4042  ELLIP H (03/01/07)  -21.505  (m)                       GP(2004.65) 4 1
 DI4042
 DI4042.Superseded values are not recommended for survey control.
 DI4042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4042.See file dsdata.txt to determine how the superseded data were derived.
 DI4042
 DI4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7983657584(NAD 83)
 DI4042_MARKER: I = METAL ROD
 DI4042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI4042_STAMPING: EBR004A
 DI4042_MARK LOGO: LA-033
 DI4042_PROJECTION: FLUSH
 DI4042_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4042+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI4042_ROD/PIPE-DEPTH: 26.8 meters
 DI4042_SLEEVE-DEPTH  : 1 meters
 DI4042
 DI4042  HISTORY     - Date     Condition        Report By
 DI4042  HISTORY     - 20060109 MONUMENTED       SJB
 DI4042  HISTORY     - 20060602 GOOD             NGS
 DI4042
 DI4042                          STATION DESCRIPTION
 DI4042
 DI4042'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DI4042'THE MARK IS LOCATED IN EAST BATON ROUGE PARISH 14.5 MI (23.34 KM)
 DI4042'SOUTHWEST OF DENHAM SPRINGS, 9.2 MI (14.81 KM) SOUTHEAST OF PORT
 DI4042'ALLEN, AND 13.6 MI (21.89 KM) NORTHWEST OF GONZALES.
 DI4042' 
 DI4042'OWNERSHIP-LOUISIANA DEPT.  OF TRANS.  AND DEVELOPMENT.
 DI4042' 
 DI4042'TO REACH FROM THE INTERSECTION OF LA HWY 30 AND BLUEBONNET EXTENSION
 DI4042'PROCEED EAST 0.3 OF A MI (1.61 KM) TO A MARK SET ON THE LEFT (NORTH)
 DI4042'SIDE OF BLUEBONNET BLVD.  EXT., HWY.  1248, 2.1 MI (3.38 KM) WESTERLY
 DI4042'ON HWY.  1248 BLUEBONNET EXT.  FROM THE INTERSECTION OF HWY.  42 AND
 DI4042'HWY.  1248.
 DI4042' 
 DI4042'THE MARK IS 34.7 FT (10.6 M) WEST FROM CENTERLINE OF CATCH BASIN, 46.6
 DI4042'FT (14.2 M) NORTH FROM CENTERLINE OF BLUEBONNET, 67 FT (20.4 M) SOUTH
 DI4042'FROM CENTERLINE OF DITCH.
 DI4042
 DI4042                          STATION RECOVERY (2006)
 DI4042
 DI4042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DI4042'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI4043 ***********************************************************************
 DI4043  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4043  DESIGNATION -  EBR005A
 DI4043  PID         -  DI4043
 DI4043  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4043  USGS QUAD   -  ZACHARY (1980)
 DI4043
 DI4043                         *CURRENT SURVEY CONTROL
 DI4043  ___________________________________________________________________
 DI4043* NAD 83(2007)-  30 38 50.64492(N)    091 14 51.69762(W)     ADJUSTED  
 DI4043* NAVD 88     -        25.98   (meters)      85.2    (feet)  GPS OBS(2006.81)
 DI4043  **This station is located in a suspected subsidence area (see below).
 DI4043  ___________________________________________________________________
 DI4043  EPOCH DATE  -        2002.00
 DI4043  X           -    -119,586.786 (meters)                     COMP
 DI4043  Y           -  -5,490,718.258 (meters)                     COMP
 DI4043  Z           -   3,232,323.309 (meters)                     COMP
 DI4043  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DI4043  ELLIP HEIGHT-          -1.249 (meters)          (03/12/08) ADJUSTED
 DI4043  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DI4043  HORZ ORDER  -  A
 DI4043  ELLP ORDER  -  THIRD     CLASS I
 DI4043
 DI4043.The horizontal coordinates were established by GPS observations
 DI4043.and adjusted by the National Geodetic Survey in March 2008.
 DI4043
 DI4043.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI4043.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI4043.The horizontal coordinates are valid at the epoch date displayed above.
 DI4043.The epoch date for horizontal control is a decimal equivalence
 DI4043.of Year/Month/Day.
 DI4043
 DI4043.The orthometric height was determined by GPS observations and a
 DI4043.high-resolution geoid model.
 DI4043 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4043 ** and geoid heights are valid at the date of observation. These heights
 DI4043 ** must always be validated when used as control.
 DI4043 ** The orthometric height was determined by GPS observations using
 DI4043 ** precise GPS observation and processing techniques and a new
 DI4043 ** realization of GEOID03. It supersedes any height that may have been
 DI4043 ** previously determined for this station.
 DI4043 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4043 ** epoch indicated which incorporates improved geoid heights for the
 DI4043 ** Southern Louisiana Subsidence area.
 DI4043 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4043
 DI4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4043
 DI4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4043
 DI4043.The ellipsoidal height was determined by GPS observations
 DI4043.and is referenced to NAD 83.
 DI4043
 DI4043.The geoid height was determined by GEOID03.
 DI4043
 DI4043;                    North         East     Units Scale Factor Converg.
 DI4043;SPC LA S     -   238,035.237 1,008,208.792   MT  0.99998924   +0 02 34.2
 DI4043;SPC LA S     -   780,953.94  3,307,765.01   sFT  0.99998924   +0 02 34.2
 DI4043;UTM  15      - 3,391,835.339   667,910.791   MT  0.99994781   +0 53 36.4
 DI4043
 DI4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4043!SPC LA S     -   1.00000020  x   0.99998924  =   0.99998944
 DI4043!UTM  15      -   1.00000020  x   0.99994781  =   0.99994801
 DI4043
 DI4043                          SUPERSEDED SURVEY CONTROL
 DI4043
 DI4043  NAD 83(1992)-  30 38 50.64492(N)    091 14 51.69753(W) AD(2004.65) B
 DI4043  ELLIP H (03/01/07)   -1.225  (m)                       GP(2004.65) 4 1
 DI4043
 DI4043.Superseded values are not recommended for survey control.
 DI4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4043.See file dsdata.txt to determine how the superseded data were derived.
 DI4043
 DI4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP6791191835(NAD 83)
 DI4043_MARKER: I = METAL ROD
 DI4043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI4043_STAMPING: EBR005A
 DI4043_MARK LOGO: LA-033
 DI4043_PROJECTION: FLUSH
 DI4043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4043+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI4043_ROD/PIPE-DEPTH: 13.4 meters
 DI4043_SLEEVE-DEPTH  : 1 meters
 DI4043
 DI4043  HISTORY     - Date     Condition        Report By
 DI4043  HISTORY     - 20060109 MONUMENTED       SJB
 DI4043  HISTORY     - 20060602 GOOD             NGS
 DI4043
 DI4043                          STATION DESCRIPTION
 DI4043
 DI4043'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DI4043'THE STATION IS LOCATED IN ZACHARY, LA, WHICH IS 3 MI (4.83 KM) NORTH
 DI4043'OF BAKER, 8 MI (12.87 KM) NORTH OF BATON ROUGE, AND 2 MI (3.22 KM)
 DI4043'SOUTH OF SLAUGHTER.
 DI4043' 
 DI4043'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT  TO
 DI4043'REACH FROM THE INTERSECTION OF HWY 19 AND HWY 64 PROCEED 6.0 MI (9.66
 DI4043'KM) WEST ON HWY 64 UNTIL YOU REACH THE INTERSECTION OF HWY 64 AND HWY
 DI4043'61, PROCEED 0.1 MI (0.16 KM) NORTH ON HWY 61 TO THE MARK ON THE RIGHT.
 DI4043'THE STATION IS 66.0 FT (20.1 M) EAST OF THE NORTHBOUND LANE OF HWY 61,
 DI4043'84.0 FT (25.6 M) NORTHWEST OF A POWER POLE NO.6000, 46.0 FT (14.0 M)
 DI4043'NORTHEAST OF A CULVERT.  THE MARK IS A 9/16 INCH (1 CM) STAINLESS
 DI4043'STEEL ROD DRIVEN TO REFUSAL WITH A 3 FT (0.9 M) GREASE FILLED SLEEVE
 DI4043'SET IN A CONCRETE COLLAR WITH AN ALUMINUM ACCESS COVER.
 DI4043
 DI4043                          STATION RECOVERY (2006)
 DI4043
 DI4043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DI4043'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9350 ***********************************************************************
 DJ9350  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9350  DESIGNATION -  EBR014B
 DJ9350  PID         -  DJ9350
 DJ9350  STATE/COUNTY-  LA/EAST BATON ROUGE
 DJ9350  USGS QUAD   -  FRED (1980)
 DJ9350
 DJ9350                         *CURRENT SURVEY CONTROL
 DJ9350  ___________________________________________________________________
 DJ9350* NAD 83(2007)-  30 38 37.14935(N)    091 00 42.29725(W)     ADJUSTED  
 DJ9350* NAVD 88     -        27.93   (meters)      91.6    (feet)  GPS OBS(2006.81)
 DJ9350  **This station is located in a suspected subsidence area (see below).
 DJ9350  ___________________________________________________________________
 DJ9350  EPOCH DATE  -        2002.00
 DJ9350  X           -     -96,978.779 (meters)                     COMP
 DJ9350  Y           -  -5,491,377.671 (meters)                     COMP
 DJ9350  Z           -   3,231,966.760 (meters)                     COMP
 DJ9350  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DJ9350  ELLIP HEIGHT-           0.729 (meters)          (03/12/08) ADJUSTED
 DJ9350  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DJ9350  HORZ ORDER  -  A
 DJ9350  ELLP ORDER  -  THIRD     CLASS I
 DJ9350
 DJ9350.The horizontal coordinates were established by GPS observations
 DJ9350.and adjusted by the National Geodetic Survey in March 2008.
 DJ9350
 DJ9350.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9350.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9350.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9350.The epoch date for horizontal control is a decimal equivalence
 DJ9350.of Year/Month/Day.
 DJ9350
 DJ9350.The orthometric height was determined by GPS observations and a
 DJ9350.high-resolution geoid model.
 DJ9350 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9350 ** and geoid heights are valid at the date of observation. These heights
 DJ9350 ** must always be validated when used as control.
 DJ9350 ** The orthometric height was determined by GPS observations using
 DJ9350 ** precise GPS observation and processing techniques and a new
 DJ9350 ** realization of GEOID03. It supersedes any height that may have been
 DJ9350 ** previously determined for this station.
 DJ9350 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9350 ** epoch indicated which incorporates improved geoid heights for the
 DJ9350 ** Southern Louisiana Subsidence area.
 DJ9350 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9350
 DJ9350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9350
 DJ9350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9350
 DJ9350.The ellipsoidal height was determined by GPS observations
 DJ9350.and is referenced to NAD 83.
 DJ9350
 DJ9350.The geoid height was determined by GEOID03.
 DJ9350
 DJ9350;                    North         East     Units Scale Factor Converg.
 DJ9350;SPC LA S     -   237,659.828 1,030,825.870   MT  0.99998850   +0 09 38.9
 DJ9350;SPC LA S     -   779,722.29  3,381,967.88   sFT  0.99998850   +0 09 38.9
 DJ9350;UTM  15      - 3,391,796.191   690,531.129   MT  1.00004784   +1 00 49.4
 DJ9350
 DJ9350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9350!SPC LA S     -   0.99999989  x   0.99998850  =   0.99998839
 DJ9350!UTM  15      -   0.99999989  x   1.00004784  =   1.00004773
 DJ9350
 DJ9350                          SUPERSEDED SURVEY CONTROL
 DJ9350
 DJ9350.No superseded survey control is available for this station.
 DJ9350
 DJ9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP9053191796(NAD 83)
 DJ9350_MARKER: F = FLANGE-ENCASED ROD
 DJ9350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9350_STAMPING: EBR014B
 DJ9350_MARK LOGO: LA-033
 DJ9350_PROJECTION: FLUSH
 DJ9350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9350+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 DJ9350_ROD/PIPE-DEPTH: 18.3 meters
 DJ9350
 DJ9350  HISTORY     - Date     Condition        Report By
 DJ9350  HISTORY     - 20060126 MONUMENTED       SJB
 DJ9350
 DJ9350                          STATION DESCRIPTION
 DJ9350
 DJ9350'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DJ9350'THE STATION IS LOCATED IN EAST BATON ROUGE.
 DJ9350' 
 DJ9350'OWNERSHIP--EBR RIGHT-OF-WAY TO REACH FROM THE INTERSECTION OF HWT 67
 DJ9350'AND HIGHWAY 64 DRIVE 2.7 MI (4.35 KM) EAST ON HIGHWAY 64 TO THE
 DJ9350'INTERSECTION OF HIGHWAY 64 AND PEAIRS ROAD DRIVE NORTH ON PEAIRS
 DJ9350'APPROXIMATELY.  3.5 MI (5.63 KM) TO THE MARK ON THE LEFT.
 DJ9350' 
 DJ9350'THE MARK IS 22.0 FT (6.7 M) NORTH OF PEAIRS ROAD, 76.3 FT (23.3 M)
 DJ9350'EAST OF A POWER POLE, 6.3 FT (1.9 M) SOUTH OF A GATE POST, 6.5 FT (2.0
 DJ9350'M) SOUTH OF A 4 FT (1.2 M) BARB WIRE FENCE, 76.0 FT (23.2 M) EAST OF A
 DJ9350'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9351 ***********************************************************************
 DJ9351  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9351  DESIGNATION -  EBR015B
 DJ9351  PID         -  DJ9351
 DJ9351  STATE/COUNTY-  LA/EAST BATON ROUGE
 DJ9351  USGS QUAD   -  SCOTLANDVILLE (1995)
 DJ9351
 DJ9351                         *CURRENT SURVEY CONTROL
 DJ9351  ___________________________________________________________________
 DJ9351* NAD 83(2007)-  30 35 05.84163(N)    091 12 54.41369(W)     ADJUSTED  
 DJ9351* NAVD 88     -        21.16   (meters)      69.4    (feet)  GPS OBS(2006.81)
 DJ9351  **This station is located in a suspected subsidence area (see below).
 DJ9351  ___________________________________________________________________
 DJ9351  EPOCH DATE  -        2002.00
 DJ9351  X           -    -116,539.377 (meters)                     COMP
 DJ9351  Y           -  -5,494,306.156 (meters)                     COMP
 DJ9351  Z           -   3,226,363.057 (meters)                     COMP
 DJ9351  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DJ9351  ELLIP HEIGHT-          -6.048 (meters)          (03/12/08) ADJUSTED
 DJ9351  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DJ9351  HORZ ORDER  -  A
 DJ9351  ELLP ORDER  -  THIRD     CLASS I
 DJ9351
 DJ9351.The horizontal coordinates were established by GPS observations
 DJ9351.and adjusted by the National Geodetic Survey in March 2008.
 DJ9351
 DJ9351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9351.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9351.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9351.The epoch date for horizontal control is a decimal equivalence
 DJ9351.of Year/Month/Day.
 DJ9351
 DJ9351.The orthometric height was determined by GPS observations and a
 DJ9351.high-resolution geoid model.
 DJ9351 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9351 ** and geoid heights are valid at the date of observation. These heights
 DJ9351 ** must always be validated when used as control.
 DJ9351 ** The orthometric height was determined by GPS observations using
 DJ9351 ** precise GPS observation and processing techniques and a new
 DJ9351 ** realization of GEOID03. It supersedes any height that may have been
 DJ9351 ** previously determined for this station.
 DJ9351 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9351 ** epoch indicated which incorporates improved geoid heights for the
 DJ9351 ** Southern Louisiana Subsidence area.
 DJ9351 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9351
 DJ9351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9351
 DJ9351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9351
 DJ9351.The ellipsoidal height was determined by GPS observations
 DJ9351.and is referenced to NAD 83.
 DJ9351
 DJ9351.The geoid height was determined by GEOID03.
 DJ9351
 DJ9351;                    North         East     Units Scale Factor Converg.
 DJ9351;SPC LA S     -   231,115.261 1,011,338.710   MT  0.99997755   +0 03 32.8
 DJ9351;SPC LA S     -   758,250.65  3,318,033.75   sFT  0.99997755   +0 03 32.8
 DJ9351;UTM  15      - 3,384,962.752   671,142.923   MT  0.99996133   +0 54 30.2
 DJ9351
 DJ9351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9351!SPC LA S     -   1.00000095  x   0.99997755  =   0.99997850
 DJ9351!UTM  15      -   1.00000095  x   0.99996133  =   0.99996228
 DJ9351
 DJ9351                          SUPERSEDED SURVEY CONTROL
 DJ9351
 DJ9351.No superseded survey control is available for this station.
 DJ9351
 DJ9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP7114384963(NAD 83)
 DJ9351_MARKER: F = FLANGE-ENCASED ROD
 DJ9351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9351_STAMPING: EBR015B
 DJ9351_MARK LOGO: LA-033
 DJ9351_PROJECTION: FLUSH
 DJ9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9351+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2006
 DJ9351_ROD/PIPE-DEPTH: 18.3 meters
 DJ9351
 DJ9351  HISTORY     - Date     Condition        Report By
 DJ9351  HISTORY     - 20060124 MONUMENTED       SJB
 DJ9351
 DJ9351                          STATION DESCRIPTION
 DJ9351
 DJ9351'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DJ9351'THE STATION IS LOCATED IN EAST BATON ROUGE PARISH 5.6 MI (9.01 KM)
 DJ9351'SOUTHWEST OF ZACHARY, 3 MI (4.83 KM) WEST OF BAKER, 9.5 MI (15.29 KM)
 DJ9351'NORTHWEST OF BATON ROUGE. OWNERSHIP--LOUISIANA DEPARTMENT OF
 DJ9351'TRANSPORTATION AND DEVELOPMENT TO REACH THE STATION FROM THE
 DJ9351'INTERSECTION OF 110 NORTH AND THE BATON ROUGE AIRPORT EXIT 6, TRAVEL
 DJ9351'NORTH 2.5 MI (4.02 KM) TO HIGHWAY 61 (NATCHEZ, MS EXIT B) CONTINUE
 DJ9351'NORTH ON HIGHWAY 61 3.8 MI (6.12 KM) TO THE STATION ON THE LEFT (WEST
 DJ9351'SIDE) AND IN THE NEUTRAL GROUND BETWEEN THE NORTH AND SOUTH BOUND
 DJ9351'LANES. THE STATION IS 100 FT (30.5 M) WEST OF THE NORTHBOUND LANE OF
 DJ9351'HIGHWAY 61, 60 FT (18.3 M) EAST OF THE SOUTHBOUND LANE, 159 FT (48.5
 DJ9351'M) EAST OF A POWER POLE 67.  THE MARK IS A 9/16 STAINLESS STEEL ROD
 DJ9351'DRIVEN TO REFUSAL WITH AN ALUMINUM ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DI4044 ***********************************************************************
 DI4044  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DI4044  DESIGNATION -  EBR018B
 DI4044  PID         -  DI4044
 DI4044  STATE/COUNTY-  LA/EAST BATON ROUGE
 DI4044  USGS QUAD   -  COMITE (1996)
 DI4044
 DI4044                         *CURRENT SURVEY CONTROL
 DI4044  ___________________________________________________________________
 DI4044* NAD 83(2007)-  30 35 50.69803(N)    091 05 33.98422(W)     ADJUSTED  
 DI4044* NAVD 88     -        24.69   (meters)      81.0    (feet)  GPS OBS(2006.81)
 DI4044  **This station is located in a suspected subsidence area (see below).
 DI4044  ___________________________________________________________________
 DI4044  EPOCH DATE  -        2002.00
 DI4044  X           -    -104,793.987 (meters)                     COMP
 DI4044  Y           -  -5,493,842.673 (meters)                     COMP
 DI4044  Z           -   3,227,553.966 (meters)                     COMP
 DI4044  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DI4044  ELLIP HEIGHT-          -2.495 (meters)          (03/12/08) ADJUSTED
 DI4044  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DI4044  HORZ ORDER  -  A
 DI4044  ELLP ORDER  -  THIRD     CLASS I
 DI4044
 DI4044.The horizontal coordinates were established by GPS observations
 DI4044.and adjusted by the National Geodetic Survey in March 2008.
 DI4044
 DI4044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DI4044.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DI4044.The horizontal coordinates are valid at the epoch date displayed above.
 DI4044.The epoch date for horizontal control is a decimal equivalence
 DI4044.of Year/Month/Day.
 DI4044
 DI4044.The orthometric height was determined by GPS observations and a
 DI4044.high-resolution geoid model.
 DI4044 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DI4044 ** and geoid heights are valid at the date of observation. These heights
 DI4044 ** must always be validated when used as control.
 DI4044 ** The orthometric height was determined by GPS observations using
 DI4044 ** precise GPS observation and processing techniques and a new
 DI4044 ** realization of GEOID03. It supersedes any height that may have been
 DI4044 ** previously determined for this station.
 DI4044 ** The geoid height was determined by a new realization of GEOID03 for the
 DI4044 ** epoch indicated which incorporates improved geoid heights for the
 DI4044 ** Southern Louisiana Subsidence area.
 DI4044 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DI4044
 DI4044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4044
 DI4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI4044
 DI4044.The ellipsoidal height was determined by GPS observations
 DI4044.and is referenced to NAD 83.
 DI4044
 DI4044.The geoid height was determined by GEOID03.
 DI4044
 DI4044;                    North         East     Units Scale Factor Converg.
 DI4044;SPC LA S     -   232,514.957 1,023,069.966   MT  0.99997979   +0 07 13.0
 DI4044;SPC LA S     -   762,842.82  3,356,522.05   sFT  0.99997979   +0 07 13.0
 DI4044;UTM  15      - 3,386,536.342   682,852.217   MT  1.00001247   +0 58 15.8
 DI4044
 DI4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4044!SPC LA S     -   1.00000039  x   0.99997979  =   0.99998018
 DI4044!UTM  15      -   1.00000039  x   1.00001247  =   1.00001286
 DI4044
 DI4044                          SUPERSEDED SURVEY CONTROL
 DI4044
 DI4044  NAD 83(1992)-  30 35 50.69792(N)    091 05 33.98414(W) AD(2004.65) B
 DI4044  ELLIP H (03/01/07)   -2.455  (m)                       GP(2004.65) 4 1
 DI4044
 DI4044.Superseded values are not recommended for survey control.
 DI4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4044.See file dsdata.txt to determine how the superseded data were derived.
 DI4044
 DI4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8285286536(NAD 83)
 DI4044_MARKER: I = METAL ROD
 DI4044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI4044_STAMPING: EBR018B
 DI4044_MARK LOGO: LA-033
 DI4044_PROJECTION: FLUSH
 DI4044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4044+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2006
 DI4044_ROD/PIPE-DEPTH: 11.0 meters
 DI4044
 DI4044  HISTORY     - Date     Condition        Report By
 DI4044  HISTORY     - 20060109 MONUMENTED       SJB
 DI4044  HISTORY     - 20060124 GOOD             SJB
 DI4044  HISTORY     - 20060602 GOOD             NGS
 DI4044
 DI4044                          STATION DESCRIPTION
 DI4044
 DI4044'DESCRIBED BY SJB GROUP INCORPORATED 2006 (MB)
 DI4044'THE STATION IS LOCATED IN EAST BATON ROUGE PARISH LOUISIANA 11.3 MI
 DI4044'(18.19 KM) NORTHWEST OF DENHAM SPRINGS, 12.1 MI (19.47 KM) NORTHEAST
 DI4044'OF PORT ALLEN, 5 MI (8.05 KM) SOUTHEAST OF
 DI4044'ZACHARY.OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND
 DI4044'DEVELOPMENT.
 DI4044' 
 DI4044'TO REACH THE MARK FROM THE INTERSECTION OF GROOM ROAD AND LA 67 TRAVEL
 DI4044'NORTH ON LA 67 FOR 1.1 MI (1.77 KM) TO DYER ROAD ON THE RIGHT, PROCEED
 DI4044'EAST ON DYER ROAD 1.7 MI (2.74 KM) TO THE MARK ON THE RIGHT.
 DI4044' 
 DI4044'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL 133.3 FT (40.6
 DI4044'M) EAST OF THE SOUTHEAST CORNER OF A CONCRETE BRIDGE, 20.5 FT (6.2 M)
 DI4044'SOUTH OF THE CENTER LINE OF DYER ROAD, 61 FT (18.6 M) EAST OF END POST
 DI4044'OF METAL GUARDRAIL.
 DI4044
 DI4044                          STATION RECOVERY (2006)
 DI4044
 DI4044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 DI4044'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9352 ***********************************************************************
 DJ9352  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9352  DESIGNATION -  EBR025B
 DJ9352  PID         -  DJ9352
 DJ9352  STATE/COUNTY-  LA/EAST BATON ROUGE
 DJ9352  USGS QUAD   -  COMITE (1996)
 DJ9352
 DJ9352                         *CURRENT SURVEY CONTROL
 DJ9352  ___________________________________________________________________
 DJ9352* NAD 83(2007)-  30 33 01.83664(N)    091 03 10.81492(W)     ADJUSTED  
 DJ9352* NAVD 88     -        19.55   (meters)      64.1    (feet)  GPS OBS(2006.81)
 DJ9352  **This station is located in a suspected subsidence area (see below).
 DJ9352  ___________________________________________________________________
 DJ9352  EPOCH DATE  -        2002.00
 DJ9352  X           -    -101,029.190 (meters)                     COMP
 DJ9352  Y           -  -5,496,554.281 (meters)                     COMP
 DJ9352  Z           -   3,223,074.235 (meters)                     COMP
 DJ9352  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DJ9352  ELLIP HEIGHT-          -7.591 (meters)          (03/12/08) ADJUSTED
 DJ9352  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DJ9352  HORZ ORDER  -  A
 DJ9352  ELLP ORDER  -  THIRD     CLASS I
 DJ9352
 DJ9352.The horizontal coordinates were established by GPS observations
 DJ9352.and adjusted by the National Geodetic Survey in March 2008.
 DJ9352
 DJ9352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9352.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9352.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9352.The epoch date for horizontal control is a decimal equivalence
 DJ9352.of Year/Month/Day.
 DJ9352
 DJ9352.The orthometric height was determined by GPS observations and a
 DJ9352.high-resolution geoid model.
 DJ9352 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9352 ** and geoid heights are valid at the date of observation. These heights
 DJ9352 ** must always be validated when used as control.
 DJ9352 ** The orthometric height was determined by GPS observations using
 DJ9352 ** precise GPS observation and processing techniques and a new
 DJ9352 ** realization of GEOID03. It supersedes any height that may have been
 DJ9352 ** previously determined for this station.
 DJ9352 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9352 ** epoch indicated which incorporates improved geoid heights for the
 DJ9352 ** Southern Louisiana Subsidence area.
 DJ9352 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9352
 DJ9352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9352
 DJ9352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9352
 DJ9352.The ellipsoidal height was determined by GPS observations
 DJ9352.and is referenced to NAD 83.
 DJ9352
 DJ9352.The geoid height was determined by GEOID03.
 DJ9352
 DJ9352;                    North         East     Units Scale Factor Converg.
 DJ9352;SPC LA S     -   227,323.673 1,026,896.596   MT  0.99997162   +0 08 24.6
 DJ9352;SPC LA S     -   745,811.08  3,369,076.58   sFT  0.99997162   +0 08 24.6
 DJ9352;UTM  15      - 3,381,402.180   686,755.640   MT  1.00003028   +0 59 23.8
 DJ9352
 DJ9352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9352!SPC LA S     -   1.00000119  x   0.99997162  =   0.99997281
 DJ9352!UTM  15      -   1.00000119  x   1.00003028  =   1.00003147
 DJ9352
 DJ9352                          SUPERSEDED SURVEY CONTROL
 DJ9352
 DJ9352.No superseded survey control is available for this station.
 DJ9352
 DJ9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8675681402(NAD 83)
 DJ9352_MARKER: F = FLANGE-ENCASED ROD
 DJ9352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9352_STAMPING: EBR025B
 DJ9352_MARK LOGO: LA-033
 DJ9352_PROJECTION: FLUSH
 DJ9352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9352+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 DJ9352_ROD/PIPE-DEPTH: 20.7 meters
 DJ9352
 DJ9352  HISTORY     - Date     Condition        Report By
 DJ9352  HISTORY     - 20060131 MONUMENTED       SJB
 DJ9352
 DJ9352                          STATION DESCRIPTION
 DJ9352
 DJ9352'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DJ9352'THE STATION IS LOCATED IN EAST BATON ROUGE 7.5 MI (12.07 KM) SOUTHEAST
 DJ9352'OF BAKER, 6.7 MI (10.78 KM) NORTHWEST OF DENHAM SPRINGS, 11.5 MI
 DJ9352'(18.51 KM) NORTHEAST OF PORT ALLEN. OWNERSHIP--LA DOTD.
 DJ9352' 
 DJ9352'TO REACH FROM THE INTERSECTION OF LA 408 (HOOPER ROAD) AND LA 946
 DJ9352'(JOOR ROAD) PROCEED NORTH ON LA 946 0.2 MI (0.32 KM) TO THE MARK ON
 DJ9352'THE RIGHT IN FRONT OF CENTRAL BRANCH LIBRARY.
 DJ9352' 
 DJ9352'THE MARK IS A 9/16 STAINLESS STEEL ROD DRIVEN TO REFUSAL, 23.8 FT (7.3
 DJ9352'M) SOUTHEAST OF WATER METER, 79.0 FT (24.1 M) NORTHEAST OF SEWER
 DJ9352'MANHOLE, 42.0 FT (12.8 M) SOUTHWEST OF ANOTHER SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9353 ***********************************************************************
 DJ9353  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9353  DESIGNATION -  EBR035B
 DJ9353  PID         -  DJ9353
 DJ9353  STATE/COUNTY-  LA/EAST BATON ROUGE
 DJ9353  USGS QUAD   -  BATON ROUGE EAST (1995)
 DJ9353
 DJ9353                         *CURRENT SURVEY CONTROL
 DJ9353  ___________________________________________________________________
 DJ9353* NAD 83(2007)-  30 25 30.51138(N)    091 04 29.49333(W)     ADJUSTED  
 DJ9353* NAVD 88     -        13.20   (meters)      43.3    (feet)  GPS OBS(2006.81)
 DJ9353  **This station is located in a suspected subsidence area (see below).
 DJ9353  ___________________________________________________________________
 DJ9353  EPOCH DATE  -        2002.00
 DJ9353  X           -    -103,257.982 (meters)                     COMP
 DJ9353  Y           -  -5,503,560.083 (meters)                     COMP
 DJ9353  Z           -   3,211,094.294 (meters)                     COMP
 DJ9353  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DJ9353  ELLIP HEIGHT-         -13.897 (meters)          (03/12/08) ADJUSTED
 DJ9353  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DJ9353  HORZ ORDER  -  A
 DJ9353  ELLP ORDER  -  THIRD     CLASS I
 DJ9353
 DJ9353.The horizontal coordinates were established by GPS observations
 DJ9353.and adjusted by the National Geodetic Survey in March 2008.
 DJ9353
 DJ9353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9353.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9353.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9353.The epoch date for horizontal control is a decimal equivalence
 DJ9353.of Year/Month/Day.
 DJ9353
 DJ9353.The orthometric height was determined by GPS observations and a
 DJ9353.high-resolution geoid model.
 DJ9353 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9353 ** and geoid heights are valid at the date of observation. These heights
 DJ9353 ** must always be validated when used as control.
 DJ9353 ** The orthometric height was determined by GPS observations using
 DJ9353 ** precise GPS observation and processing techniques and a new
 DJ9353 ** realization of GEOID03. It supersedes any height that may have been
 DJ9353 ** previously determined for this station.
 DJ9353 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9353 ** epoch indicated which incorporates improved geoid heights for the
 DJ9353 ** Southern Louisiana Subsidence area.
 DJ9353 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9353
 DJ9353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9353
 DJ9353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9353
 DJ9353.The ellipsoidal height was determined by GPS observations
 DJ9353.and is referenced to NAD 83.
 DJ9353
 DJ9353.The geoid height was determined by GEOID03.
 DJ9353
 DJ9353;                    North         East     Units Scale Factor Converg.
 DJ9353;SPC LA S     -   213,420.909 1,024,831.027   MT  0.99995307   +0 07 45.3
 DJ9353;SPC LA S     -   700,198.43  3,362,299.79   sFT  0.99995307   +0 07 45.3
 DJ9353;UTM  15      - 3,367,469.480   684,895.902   MT  1.00002176   +0 58 30.7
 DJ9353
 DJ9353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9353!SPC LA S     -   1.00000218  x   0.99995307  =   0.99995525
 DJ9353!UTM  15      -   1.00000218  x   1.00002176  =   1.00002394
 DJ9353
 DJ9353                          SUPERSEDED SURVEY CONTROL
 DJ9353
 DJ9353.No superseded survey control is available for this station.
 DJ9353
 DJ9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8489667469(NAD 83)
 DJ9353_MARKER: F = FLANGE-ENCASED ROD
 DJ9353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9353_STAMPING: EBR035B
 DJ9353_MARK LOGO: LA-033
 DJ9353_PROJECTION: FLUSH
 DJ9353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9353+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 DJ9353_ROD/PIPE-DEPTH: 12.2 meters
 DJ9353
 DJ9353  HISTORY     - Date     Condition        Report By
 DJ9353  HISTORY     - 20060208 MONUMENTED       SJB
 DJ9353
 DJ9353                          STATION DESCRIPTION
 DJ9353
 DJ9353'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DJ9353'THE STATION IS LOCATED IN BATON ROUGE, LA., 8.2 MI (13.2 KM) SOUTHWEST
 DJ9353'OF DENHAM SPRINGS, 8.2 MI (13.2 KM) SOUTHEAST OF PORT ALLEN, 12 MI
 DJ9353'(19.31 KM) SOUTHEAST OF BAKER. OWNERSHIP--LDOTD.
 DJ9353' 
 DJ9353'TO REACH FROM THE INTERSECTION OF MILLERVILLE ROAD AND I-12 PROCEED
 DJ9353'WEST ON I-12 3.1 MI (4.99 KM) TO THE MARK ON THE RIGHT IN THE CENTER
 DJ9353'OF THE SOUTHEAST CIRCLE OF A CLOVERLEAF INTERSECTION OF HIGHWAY
 DJ9353'61(AIRLINE HWY)AND I-12.
 DJ9353' 
 DJ9353'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL 200 FEET+-EAST
 DJ9353'ON AIRLINE HIGHWAY, 400FEET+-INTERSTATE (1016 CM) 12, 217.9 FT (66.4
 DJ9353'M) SOUTHEAST OF A METAL LIGHT POLE, 162 FT (49.4 M) SOUTHEAST OF A
 DJ9353'METAL LIGHT POLE, 148.9 FT (45.4 M) SOUTHWEST OF A METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9354 ***********************************************************************
 DJ9354  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9354  DESIGNATION -  EBR040B
 DJ9354  PID         -  DJ9354
 DJ9354  STATE/COUNTY-  LA/EAST BATON ROUGE
 DJ9354  USGS QUAD   -  BATON ROUGE EAST (1995)
 DJ9354
 DJ9354                         *CURRENT SURVEY CONTROL
 DJ9354  ___________________________________________________________________
 DJ9354* NAD 83(2007)-  30 23 00.52748(N)    091 03 53.31230(W)     ADJUSTED  
 DJ9354* NAVD 88     -         9.48   (meters)      31.1    (feet)  GPS OBS(2006.81)
 DJ9354  **This station is located in a suspected subsidence area (see below).
 DJ9354  ___________________________________________________________________
 DJ9354  EPOCH DATE  -        2002.00
 DJ9354  X           -    -102,335.977 (meters)                     COMP
 DJ9354  Y           -  -5,505,912.011 (meters)                     COMP
 DJ9354  Z           -   3,207,108.973 (meters)                     COMP
 DJ9354  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DJ9354  ELLIP HEIGHT-         -17.583 (meters)          (03/12/08) ADJUSTED
 DJ9354  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DJ9354  HORZ ORDER  -  A
 DJ9354  ELLP ORDER  -  THIRD     CLASS I
 DJ9354
 DJ9354.The horizontal coordinates were established by GPS observations
 DJ9354.and adjusted by the National Geodetic Survey in March 2008.
 DJ9354
 DJ9354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9354.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9354.The epoch date for horizontal control is a decimal equivalence
 DJ9354.of Year/Month/Day.
 DJ9354
 DJ9354.The orthometric height was determined by GPS observations and a
 DJ9354.high-resolution geoid model.
 DJ9354 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9354 ** and geoid heights are valid at the date of observation. These heights
 DJ9354 ** must always be validated when used as control.
 DJ9354 ** The orthometric height was determined by GPS observations using
 DJ9354 ** precise GPS observation and processing techniques and a new
 DJ9354 ** realization of GEOID03. It supersedes any height that may have been
 DJ9354 ** previously determined for this station.
 DJ9354 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9354 ** epoch indicated which incorporates improved geoid heights for the
 DJ9354 ** Southern Louisiana Subsidence area.
 DJ9354 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9354
 DJ9354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9354
 DJ9354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9354
 DJ9354.The ellipsoidal height was determined by GPS observations
 DJ9354.and is referenced to NAD 83.
 DJ9354
 DJ9354.The geoid height was determined by GEOID03.
 DJ9354
 DJ9354;                    North         East     Units Scale Factor Converg.
 DJ9354;SPC LA S     -   208,804.729 1,025,807.357   MT  0.99994796   +0 08 03.4
 DJ9354;SPC LA S     -   685,053.52  3,365,502.97   sFT  0.99994796   +0 08 03.4
 DJ9354;UTM  15      - 3,362,867.869   685,940.310   MT  1.00002654   +0 58 44.7
 DJ9354
 DJ9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9354!SPC LA S     -   1.00000276  x   0.99994796  =   0.99995072
 DJ9354!UTM  15      -   1.00000276  x   1.00002654  =   1.00002930
 DJ9354
 DJ9354                          SUPERSEDED SURVEY CONTROL
 DJ9354
 DJ9354.No superseded survey control is available for this station.
 DJ9354
 DJ9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RXP8594062868(NAD 83)
 DJ9354_MARKER: F = FLANGE-ENCASED ROD
 DJ9354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9354_STAMPING: EBR040B
 DJ9354_MARK LOGO: LA-033
 DJ9354_PROJECTION: FLUSH
 DJ9354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9354+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2006
 DJ9354_ROD/PIPE-DEPTH:  7.3 meters
 DJ9354
 DJ9354  HISTORY     - Date     Condition        Report By
 DJ9354  HISTORY     - 20060208 MONUMENTED       SJB
 DJ9354
 DJ9354                          STATION DESCRIPTION
 DJ9354
 DJ9354'DESCRIBED BY SJB GROUP INCORPORATED 2006
 DJ9354'THE MARK IS LOCATED IN EAST BATON ROUGE PARISH 18 MI (28.97 KM) WEST
 DJ9354'OF PORT VINCENT, 8 MI (12.87 KM) NORTHEAST OF PRARIEVILLE, 11 MI (17.7
 DJ9354'KM) NORTHEAST OF GONZALES. OWNERSHIP--DOTD.
 DJ9354' 
 DJ9354'TO REACH FROM THE INTERSECTION OF SIEGEN LANE AND PERKINS ROAD PROCEED
 DJ9354'NORTHEAST ON PERKINS ROAD FOR 1.1 MI (1.77 KM) TO RIEGER ROAD, PROCEED
 DJ9354'EAST ON RIEGER ROAD FOR 0.05 MI (0.08 KM).
 DJ9354' 
 DJ9354'THE STATION IS 6 FT (1.8 M) WEST FROM THE WEST EDGE OF RIEGER ROAD, 7
 DJ9354'FT (2.1 M) EAST FROM A FENCE, AND 8.5 FT (2.6 M) SOUTH OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0992  **This station is located in a suspected subsidence area (see below).
 AT0992  ___________________________________________________________________
 AT0992  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AT0992  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0992 ** and geoid heights are valid at the date of observation. These heights
 AT0992 ** must always be validated when used as control.
 AT0992 ** The orthometric height has not been validated since last determined
 AT0992 ** by differential leveling and should not be used for control purposes.
 AT0992 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0992 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0992 ** epoch indicated which incorporates improved geoid heights for the
 AT0992 ** Southern Louisiana Subsidence area.
 AT0992 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4378  **This station is located in a suspected subsidence area (see below).
 BJ4378  ___________________________________________________________________
 BJ4378  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4378  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4378 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4378 ** and geoid heights are valid at the date of observation. These heights
 BJ4378 ** must always be validated when used as control.
 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 more information.
 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
 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 RM 5                              003 26 45.6
 BJ4378:UTM  15      -  EDGARD RM 5                              002 36 40.8
 BJ4378
 BJ4378|---------------------------------------------------------------------|
 BJ4378| PID    Reference Object                     Distance      Geod. Az  |
 BJ4378|                                                           dddmmss.s |
 BJ4378| BJ4395 EDGARD 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ4396* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ4396  **This station is located in a suspected subsidence area (see below).
 BJ4396  ___________________________________________________________________
 BJ4396  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4396  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4396 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4396 ** and geoid heights are valid at the date of observation. These heights
 BJ4396 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ4396+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2007
 BJ4396
 BJ4396  HISTORY     - Date     Condition        Report By
 BJ4396  HISTORY     - 1979     MONUMENTED       NGS
 BJ4396  HISTORY     - 20060427 GOOD             NGS
 BJ4396  HISTORY     - 20070812 GOOD             MAEC
 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.
 BJ4396
 BJ4396                          STATION RECOVERY (2007)
 BJ4396
 BJ4396'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BJ4396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4369  **This station is located in a suspected subsidence area (see below).
 BJ4369  ___________________________________________________________________
 BJ4369  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4369  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4379  **This station is located in a suspected subsidence area (see below).
 BJ4379  ___________________________________________________________________
 BJ4379  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4379  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4384  **This station is located in a suspected subsidence area (see below).
 BJ4384  ___________________________________________________________________
 BJ4384  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ4384  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4370  **This station is located in a suspected subsidence area (see below).
 BJ4370  ___________________________________________________________________
 BJ4370  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4370  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4371  **This station is located in a suspected subsidence area (see below).
 BJ4371  ___________________________________________________________________
 BJ4371  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ4371  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 BJ4395 ***********************************************************************
 BJ4395  DESIGNATION -  EDGARD 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)     NO CHECK  
 BJ4395* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ4395  **This station is located in a suspected subsidence area (see below).
 BJ4395  ___________________________________________________________________
 BJ4395  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 BJ4395  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4395 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4395 ** and geoid heights are valid at the date of observation. These heights
 BJ4395 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK1700  **This station is located in a suspected subsidence area (see below).
 BK1700  ___________________________________________________________________
 BK1700  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BK1700  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK1700 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1700 ** and geoid heights are valid at the date of observation. These heights
 BK1700 ** must always be validated when used as control.
 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 more information.
 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 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 EDGERLEY RM 1                        24.567 METERS 06531     |
 BK1700| BK3174 SULPHUR MUNICIPAL TANK              APPROX.12.3 KM 0961146.4 |
 BK1700| BK1701 EDGERLEY 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4315  **This station is located in a suspected subsidence area (see below).
 BJ4315  ___________________________________________________________________
 BJ4315  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ4315  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4315 ** and geoid heights are valid at the date of observation. These heights
 BJ4315 ** must always be validated when used as control.
 BJ4315 ** The orthometric height has not been validated since last determined
 BJ4315 ** by differential leveling and should not be used for control purposes.
 BJ4315 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4315 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4315 ** epoch indicated which incorporates improved geoid heights for the
 BJ4315 ** Southern Louisiana Subsidence area.
 BJ4315 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2835  **This station is located in a suspected subsidence area (see below).
 BK2835  ___________________________________________________________________
 BK2835  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2835  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2835 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2835 ** and geoid heights are valid at the date of observation. These heights
 BK2835 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2840  **This station is located in a suspected subsidence area (see below).
 BK2840  ___________________________________________________________________
 BK2840  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BK2840  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2840 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2840 ** and geoid heights are valid at the date of observation. These heights
 BK2840 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0932  **This station is located in a suspected subsidence area (see below).
 AT0932  ___________________________________________________________________
 AT0932  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AT0932  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0932 ** and geoid heights are valid at the date of observation. These heights
 AT0932 ** must always be validated when used as control.
 AT0932 ** The orthometric height has not been validated since last determined
 AT0932 ** by differential leveling and should not be used for control purposes.
 AT0932 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0932 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0932 ** epoch indicated which incorporates improved geoid heights for the
 AT0932 ** Southern Louisiana Subsidence area.
 AT0932 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  30 11 41.13218(N)    093 07 43.31075(W)     ADJUSTED  
 BK3294* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3294  **This station is located in a suspected subsidence area (see below).
 BK3294  ___________________________________________________________________
 BK3294  EPOCH DATE  -        2002.00
 BK3294  X           -    -301,134.392 (meters)                     COMP
 BK3294  Y           -  -5,509,186.331 (meters)                     COMP
 BK3294  Z           -   3,189,041.218 (meters)                     COMP
 BK3294  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3294  ELLIP HEIGHT-         -22.807 (meters)          (02/10/07) ADJUSTED
 BK3294  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BK3294
 BK3294  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3294  Type    PID    Designation                      North   East  Ellip
 BK3294  -------------------------------------------------------------------
 BK3294  NETWORK BK3294 ELEVATER                          1.65   1.31   3.45
 BK3294  -------------------------------------------------------------------
 BK3294
 BK3294.The horizontal coordinates were established by GPS observations
 BK3294.and adjusted by the National Geodetic Survey in February 2007.
 BK3294
 BK3294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3294.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3294.The horizontal coordinates are valid at the epoch date displayed above.
 BK3294.The epoch date for horizontal control is a decimal equivalence
 BK3294.of Year/Month/Day.
 BK3294
 BK3294.The orthometric height was determined by GPS observations and a
 BK3294.high-resolution geoid model.
 BK3294 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3294 ** and geoid heights are valid at the date of observation. These heights
 BK3294 ** must always be validated when used as control.
 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 more information.
 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
 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     -   189,208.956   827,130.175   MT  0.99993145   -0 53 51.7
 BK3294;SPC LA S     -   620,763.05  2,713,676.25   sFT  0.99993145   -0 53 51.7
 BK3294;UTM  15      - 3,340,373.538   487,611.735   MT  0.99960189   -0 03 53.0
 BK3294
 BK3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3294!SPC LA S     -   1.00000358  x   0.99993145  =   0.99993503
 BK3294!UTM  15      -   1.00000358  x   0.99960189  =   0.99960547
 BK3294
 BK3294                          SUPERSEDED SURVEY CONTROL
 BK3294
 BK3294  ELLIP H (02/20/02)  -22.755  (m)                       GP(       ) 4 1
 BK3294  NAD 83(1992)-  30 11 41.12848(N)    093 07 43.30607(W) AD(       ) 1
 BK3294  ELLIP H (01/13/95)  -22.660  (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)  -22.785  (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     3  
 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: 15RVP8761240374(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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3295* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3295  **This station is located in a suspected subsidence area (see below).
 BK3295  ___________________________________________________________________
 BK3295  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK3295  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3295 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3295 ** and geoid heights are valid at the date of observation. These heights
 BK3295 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3003  ___________________________________________________________________
 BK3003  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BK3003  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3004  ___________________________________________________________________
 BK3004  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BK3004  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3183  **This station is located in a suspected subsidence area (see below).
 AU3183  ___________________________________________________________________
 AU3183  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU3183  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4139  **This station is located in a suspected subsidence area (see below).
 BJ4139  ___________________________________________________________________
 BJ4139  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 BJ4139  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4139 ** and geoid heights are valid at the date of observation. These heights
 BJ4139 ** must always be validated when used as control.
 BJ4139 ** The orthometric height has not been validated since last determined
 BJ4139 ** by differential leveling and should not be used for control purposes.
 BJ4139 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4139 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4139 ** epoch indicated which incorporates improved geoid heights for the
 BJ4139 ** Southern Louisiana Subsidence area.
 BJ4139 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ2446  **This station is located in a suspected subsidence area (see below).
 BJ2446  ___________________________________________________________________
 BJ2446  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BJ2446  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ2446 ** and geoid heights are valid at the date of observation. These heights
 BJ2446 ** must always be validated when used as control.
 BJ2446 ** The orthometric height has not been validated since last determined
 BJ2446 ** by differential leveling and should not be used for control purposes.
 BJ2446 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ2446 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ2446 ** epoch indicated which incorporates improved geoid heights for the
 BJ2446 ** Southern Louisiana Subsidence area.
 BJ2446 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3236  **This station is located in a suspected subsidence area (see below).
 AU3236  ___________________________________________________________________
 AU3236  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU3236  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3236 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3236 ** and geoid heights are valid at the date of observation. These heights
 AU3236 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0996  **This station is located in a suspected subsidence area (see below).
 AT0996  ___________________________________________________________________
 AT0996  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AT0996  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0996 ** and geoid heights are valid at the date of observation. These heights
 AT0996 ** must always be validated when used as control.
 AT0996 ** The orthometric height has not been validated since last determined
 AT0996 ** by differential leveling and should not be used for control purposes.
 AT0996 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0996 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0996 ** epoch indicated which incorporates improved geoid heights for the
 AT0996 ** Southern Louisiana Subsidence area.
 AT0996 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2816  **This station is located in a suspected subsidence area (see below).
 AU2816  ___________________________________________________________________
 AU2816  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2816  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2816 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2816 ** and geoid heights are valid at the date of observation. These heights
 AU2816 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2875  **This station is located in a suspected subsidence area (see below).
 BK2875  ___________________________________________________________________
 BK2875  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BK2875  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2875 ** and geoid heights are valid at the date of observation. These heights
 BK2875 ** must always be validated when used as control.
 BK2875 ** The orthometric height has not been validated since last determined
 BK2875 ** by differential leveling and should not be used for control purposes.
 BK2875 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK2875 ** The geoid height was determined by a new realization of GEOID03 for the
 BK2875 ** epoch indicated which incorporates improved geoid heights for the
 BK2875 ** Southern Louisiana Subsidence area.
 BK2875 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2876  **This station is located in a suspected subsidence area (see below).
 BK2876  ___________________________________________________________________
 BK2876  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BK2876  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2874  **This station is located in a suspected subsidence area (see below).
 BK2874  ___________________________________________________________________
 BK2874  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BK2874  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 EMMA 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0227  **This station is located in a suspected subsidence area (see below).
 AT0227  ___________________________________________________________________
 AT0227  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT0227  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT0227 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0227 ** and geoid heights are valid at the date of observation. These heights
 AT0227 ** must always be validated when used as control.
 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 more information.
 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 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 3145324.4 |
 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 = MARCH 13, 2009
 AT0231 ***********************************************************************
 AT0231  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AT0231  DESIGNATION -  EMPIRE AZ MK 2
 AT0231  PID         -  AT0231
 AT0231  STATE/COUNTY-  LA/PLAQUEMINES
 AT0231  USGS QUAD   -  EMPIRE (1992)
 AT0231
 AT0231                         *CURRENT SURVEY CONTROL
 AT0231  ___________________________________________________________________
 AT0231* NAD 83(2007)-  29 23 38.14508(N)    089 36 11.36800(W)     ADJUSTED  
 AT0231* NAVD 88     -        -0.06   (meters)      -0.2    (feet)  GPS OBS(2006.81)
 AT0231  **This station is located in a suspected subsidence area (see below).
 AT0231  ___________________________________________________________________
 AT0231  EPOCH DATE  -        2002.00
 AT0231  X           -      38,519.896 (meters)                     COMP
 AT0231  Y           -  -5,561,384.474 (meters)                     COMP
 AT0231  Z           -   3,112,004.522 (meters)                     COMP
 AT0231  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT0231  ELLIP HEIGHT-         -24.224 (meters)          (03/12/08) ADJUSTED
 AT0231  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 AT0231
 AT0231  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AT0231  Type    PID    Designation                      North   East  Ellip
 AT0231  -------------------------------------------------------------------
 AT0231  NETWORK AT0231 EMPIRE AZ MK 2                    1.08   0.94   2.47
 AT0231  -------------------------------------------------------------------
 AT0231  ELLP ORDER  -  THIRD     CLASS I
 AT0231
 AT0231.The horizontal coordinates were established by GPS observations
 AT0231.and adjusted by the National Geodetic Survey in February 2007.
 AT0231
 AT0231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AT0231.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AT0231.high-resolution geoid model.
 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 any height that may have been
 AT0231 ** previously 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
 AT0231.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AT0231;SPC LA S     -   100,356.645 1,167,933.742   MT  0.99998145   +0 51 54.4
 AT0231;SPC LA S     -   329,253.43  3,831,795.95   sFT  0.99998145   +0 51 54.4
 AT0231;UTM  16      - 3,254,448.805   247,374.558   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  ELLIP H (02/10/07)  -24.214  (m)                       GP(       )    
 AT0231  NAD 83(1992)-  29 23 38.14522(N)    089 36 11.36779(W) AD(2004.65) B
 AT0231  ELLIP H (06/22/05)  -24.222  (m)                       GP(2004.65) 4 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 - April 22, 2006
 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  HISTORY     - 20060422 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.
 AT0231
 AT0231                          STATION RECOVERY (2006)
 AT0231
 AT0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AT0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1108  **This station is located in a suspected subsidence area (see below).
 AT1108  ___________________________________________________________________
 AT1108  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1108  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1110  **This station is located in a suspected subsidence area (see below).
 AT1110  ___________________________________________________________________
 AT1110  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AT1110  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1111  **This station is located in a suspected subsidence area (see below).
 AT1111  ___________________________________________________________________
 AT1111  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AT1111  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1109  **This station is located in a suspected subsidence area (see below).
 AT1109  ___________________________________________________________________
 AT1109  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1109  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2458  **This station is located in a suspected subsidence area (see below).
 AU2458  ___________________________________________________________________
 AU2458  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2458  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2458 ** and geoid heights are valid at the date of observation. These heights
 AU2458 ** must always be validated when used as control.
 AU2458 ** The orthometric height has not been validated since last determined
 AU2458 ** by differential leveling and should not be used for control purposes.
 AU2458 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2458 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2458 ** epoch indicated which incorporates improved geoid heights for the
 AU2458 ** Southern Louisiana Subsidence area.
 AU2458 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0747  **This station is located in a suspected subsidence area (see below).
 AV0747  ___________________________________________________________________
 AV0747  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AV0747  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0747 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0747 ** and geoid heights are valid at the date of observation. These heights
 AV0747 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0793  **This station is located in a suspected subsidence area (see below).
 AV0793  ___________________________________________________________________
 AV0793  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AV0793  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0793 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0793 ** and geoid heights are valid at the date of observation. These heights
 AV0793 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1224  **This station is located in a suspected subsidence area (see below).
 AT1224  ___________________________________________________________________
 AT1224  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AT1224  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2844  **This station is located in a suspected subsidence area (see below).
 AU2844  ___________________________________________________________________
 AU2844  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AU2844  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2844 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2844 ** and geoid heights are valid at the date of observation. These heights
 AU2844 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3081  **This station is located in a suspected subsidence area (see below).
 BK3081  ___________________________________________________________________
 BK3081  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BK3081  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 52 44.34556(N)    089 56 30.92431(W)     ADJUSTED  
 AB3307* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AB3307  **This station is located in a suspected subsidence area (see below).
 AB3307  ___________________________________________________________________
 AB3307  EPOCH DATE  -        2002.00
 AB3307  X           -       5,610.358 (meters)                     COMP
 AB3307  Y           -  -5,534,928.226 (meters)                     COMP
 AB3307  Z           -   3,158,737.329 (meters)                     COMP
 AB3307  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AB3307  ELLIP HEIGHT-         -23.810 (meters)          (02/10/07) ADJUSTED
 AB3307  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 AB3307  DYNAMIC HT  -           2.1   (meters)       7.    (feet)  COMP
 AB3307
 AB3307  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AB3307  Type    PID    Designation                      North   East  Ellip
 AB3307  -------------------------------------------------------------------
 AB3307  NETWORK AB3307 ENGLISH TURN                      0.22   0.20   0.51
 AB3307  -------------------------------------------------------------------
 AB3307  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 AB3307
 AB3307  VERT ORDER  -  FIRST     CLASS II (See Below)
 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 February 2007.
 AB3307
 AB3307.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AB3307.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AB3307.The horizontal coordinates are valid at the epoch date displayed above.
 AB3307.The epoch date for horizontal control is a decimal equivalence
 AB3307.of Year/Month/Day.
 AB3307
 AB3307.The orthometric height was scaled from a topographic map.
 AB3307 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AB3307 ** and geoid heights are valid at the date of observation. These heights
 AB3307 ** must always be validated when used as control.
 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 more information.
 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.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     -   153,668.706 1,134,401.573   MT  0.99992799   +0 41 44.6
 AB3307;SPC LA S     -   504,161.41  3,721,782.49   sFT  0.99992799   +0 41 44.6
 AB3307;UTM  16      - 3,309,012.182   215,851.327   MT  1.00059630   -1 27 59.6
 AB3307;UTM  15      - 3,309,305.223   795,372.745   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|---------------------------------------------------------------------|
 AB3307| PID    Reference Object                     Distance      Geod. Az  |
 AB3307|                                                           dddmmss.s |
 AB3307| AB6385 ENGLISH TURN 1 CORS L1 PHASE CENTER  19.738 METERS 09857     |
 AB3307|---------------------------------------------------------------------|
 AB3307
 AB3307                          SUPERSEDED SURVEY CONTROL
 AB3307
 AB3307  ELLIP H (02/12/02)  -23.810  (m)                       GP(       ) 4 2
 AB3307  NAD 83(1992)-  29 52 44.34547(N)    089 56 30.92380(W) AD(       ) A
 AB3307  ELLIP H (05/17/96)  -23.703  (m)                       GP(       ) 1 2
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AF9544  **This station is located in a suspected 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-         -17.170 (meters)          (03/??/02) ADJUSTED
 AF9544  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 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 was determined by GPS observations and a
 AF9544.high-resolution geoid model.
 AF9544 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AF9544 ** and geoid heights are valid at the date of observation. These heights
 AF9544 ** must always be validated when used as control.
 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 more information.
 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
 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(1996.00) c
 AF9544  NAD 83(CORS)-  29 52 44.24594(N)    089 56 30.19744(W) AD(1997.00) c
 AF9544  ELLIP H (04/??/96)  -17.176  (m)                       GP(1997.00) c c
 AF9544  ELLIP H (04/??/96)  -17.176  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AJ7883  **This station is located in a suspected subsidence area (see below).
 AJ7883  ___________________________________________________________________
 AJ7883  EPOCH DATE  -        2002.00
 AJ7883  X           -       5,629.863 (meters)                     COMP
 AJ7883  Y           -  -5,534,935.570 (meters)                     COMP
 AJ7883  Z           -   3,158,738.018 (meters)                     COMP
 AJ7883  ELLIP HEIGHT-         -17.083 (meters)          (03/??/02) ADJUSTED
 AJ7883  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 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
 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)  -17.088  (m)                       GP(1997.00) c c
 AJ7883  ELLIP H (04/??/96)  -17.088  (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 = MARCH 13, 2009
 AF9593 ***********************************************************************
 AF9593  HT_MOD      -  This is a 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     -              **(meters)            **(feet)  NOT PUB   
 AF9593  **This station is located in a suspected subsidence area (see below).
 AF9593  ___________________________________________________________________
 AF9593  EPOCH DATE  -        2002.00
 AF9593  X           -       5,595.314 (meters)                     COMP
 AF9593  Y           -  -5,534,923.261 (meters)                     COMP
 AF9593  Z           -   3,158,759.289 (meters)                     COMP
 AF9593  ELLIP HEIGHT-         -17.190 (meters)          (10/??/05) ADJUSTED
 AF9593  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 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.The orthometric height was determined by GPS observations and a
 AF9593.high-resolution geoid model.
 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 has not been validated since last determined
 AF9593 ** by differential leveling and should not be used for control purposes.
 AF9593 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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  ELLIP H (05/??/02)  -17.191  (m)                       GP(2002.00) c c
 AF9593  NAD 83(CORS)-  29 52 45.04424(N)    089 56 31.48517(W) AD(2002.00) c
 AF9593  ELLIP H (03/??/02)  -17.170  (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)  -17.168  (m)                       GP(1997.00) c c
 AF9593  ELLIP H (08/??/96)  -17.168  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 CQ5984  **This station is located in a suspected subsidence area (see below).
 CQ5984  ___________________________________________________________________
 CQ5984  EPOCH DATE  -        2002.00
 CQ5984  X           -       5,595.313 (meters)                     COMP
 CQ5984  Y           -  -5,534,923.337 (meters)                     COMP
 CQ5984  Z           -   3,158,759.331 (meters)                     COMP
 CQ5984  ELLIP HEIGHT-         -17.102 (meters)          (10/??/05) ADJUSTED
 CQ5984  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 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
 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  ELLIP H (05/??/02)  -17.104  (m)                       GP(2002.00) c c
 CQ5984  NAD 83(CORS)-  29 52 45.04420(N)    089 56 31.48520(W) AD(2002.00) c
 CQ5984  ELLIP H (03/??/02)  -17.082  (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)  -17.081  (m)                       GP(1997.00) c c
 CQ5984  ELLIP H (08/??/96)  -17.081  (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 = MARCH 13, 2009
 DK3577 ***********************************************************************
 DK3577  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3577  DESIGNATION -  ENGLISH TURN 5 CORS ARP
 DK3577  CORS_ID     -  ENG5
 DK3577  PID         -  DK3577
 DK3577  STATE/COUNTY-  LA/PLAQUEMINES
 DK3577  USGS QUAD   -  CHALMETTE (1994)
 DK3577
 DK3577                         *CURRENT SURVEY CONTROL
 DK3577  ___________________________________________________________________
 DK3577* NAD 83(CORS)-  29 52 44.24644(N)    089 56 30.19792(W)     ADJUSTED  
 DK3577* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DK3577  **This station is located in a suspected subsidence area (see below).
 DK3577  ___________________________________________________________________
 DK3577  EPOCH DATE  -        2002.00
 DK3577  X           -       5,629.857 (meters)                     COMP
 DK3577  Y           -  -5,534,935.622 (meters)                     COMP
 DK3577  Z           -   3,158,738.070 (meters)                     COMP
 DK3577  ELLIP HEIGHT-         -17.011 (meters)          (04/??/08) ADJUSTED
 DK3577  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK3577  HORZ ORDER  -  SPECIAL (CORS)
 DK3577  ELLP ORDER  -  SPECIAL (CORS)
 DK3577
 DK3577.ITRF positions are available for this station.
 DK3577.The coordinates were established by GPS observations
 DK3577.and adjusted by the National Geodetic Survey in April 2008.
 DK3577.The coordinates are valid at the epoch date displayed above.
 DK3577.The epoch date for horizontal control is a decimal equivalence
 DK3577.of Year/Month/Day.
 DK3577
 DK3577
 DK3577.The PID for the CORS L1 Phase Center is DK3578.
 DK3577
 DK3577.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3577
 DK3577.The ellipsoidal height was determined by GPS observations
 DK3577.and is referenced to NAD 83.
 DK3577
 DK3577.The geoid height was determined by GEOID03.
 DK3577
 DK3577;                    North         East     Units Scale Factor Converg.
 DK3577;SPC LA S     -   153,665.891 1,134,421.099   MT  0.99992799   +0 41 45.0
 DK3577;SPC LA S     -   504,152.18  3,721,846.56   sFT  0.99992799   +0 41 45.0
 DK3577
 DK3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3577!SPC LA S     -   1.00000267  x   0.99992799  =   0.99993066
 DK3577
 DK3577                          SUPERSEDED SURVEY CONTROL
 DK3577
 DK3577.No superseded survey control is available for this station.
 DK3577
 DK3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1587109009(NAD 83)
 DK3577_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK3577
 DK3577                          STATION DESCRIPTION
 DK3577
 DK3577'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DK3577'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3577'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3577'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3577'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3577'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DK3578 ***********************************************************************
 DK3578  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK3578  DESIGNATION -  ENGLISH TURN 5 CORS L1 PHASE CENTER
 DK3578  CORS_ID     -  ENG5
 DK3578  PID         -  DK3578
 DK3578  STATE/COUNTY-  LA/PLAQUEMINES
 DK3578  USGS QUAD   -  CHALMETTE (1994)
 DK3578
 DK3578                         *CURRENT SURVEY CONTROL
 DK3578  ___________________________________________________________________
 DK3578* NAD 83(CORS)-  29 52 44.24633(N)    089 56 30.19799(W)     ADJUSTED  
 DK3578* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DK3578  **This station is located in a suspected subsidence area (see below).
 DK3578  ___________________________________________________________________
 DK3578  EPOCH DATE  -        2002.00
 DK3578  X           -       5,629.855 (meters)                     COMP
 DK3578  Y           -  -5,534,935.695 (meters)                     COMP
 DK3578  Z           -   3,158,738.108 (meters)                     COMP
 DK3578  ELLIP HEIGHT-         -16.930 (meters)          (04/??/08) ADJUSTED
 DK3578  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DK3578  HORZ ORDER  -  SPECIAL (CORS)
 DK3578  ELLP ORDER  -  SPECIAL (CORS)
 DK3578
 DK3578.ITRF positions are available for this station.
 DK3578.The coordinates were established by GPS observations
 DK3578.and adjusted by the National Geodetic Survey in April 2008.
 DK3578.The coordinates are valid at the epoch date displayed above.
 DK3578.The epoch date for horizontal control is a decimal equivalence
 DK3578.of Year/Month/Day.
 DK3578
 DK3578
 DK3578.The PID for the CORS ARP is DK3577.
 DK3578
 DK3578.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK3578
 DK3578.The ellipsoidal height was determined by GPS observations
 DK3578.and is referenced to NAD 83.
 DK3578
 DK3578.The geoid height was determined by GEOID03.
 DK3578
 DK3578;                    North         East     Units Scale Factor Converg.
 DK3578;SPC LA S     -   153,665.887 1,134,421.098   MT  0.99992799   +0 41 45.0
 DK3578;SPC LA S     -   504,152.16  3,721,846.55   sFT  0.99992799   +0 41 45.0
 DK3578
 DK3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3578!SPC LA S     -   1.00000266  x   0.99992799  =   0.99993065
 DK3578
 DK3578                          SUPERSEDED SURVEY CONTROL
 DK3578
 DK3578.No superseded survey control is available for this station.
 DK3578
 DK3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1587109009(NAD 83)
 DK3578_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DK3578
 DK3578                          STATION DESCRIPTION
 DK3578
 DK3578'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DK3578'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DK3578'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DK3578'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DK3578'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DK3578'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9601 ***********************************************************************
 DJ9601  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ9601  DESIGNATION -  ENGLISH TURN 6 CORS ARP
 DJ9601  CORS_ID     -  ENG6
 DJ9601  PID         -  DJ9601
 DJ9601  STATE/COUNTY-  LA/PLAQUEMINES
 DJ9601  USGS QUAD   -  CHALMETTE (1994)
 DJ9601
 DJ9601                         *CURRENT SURVEY CONTROL
 DJ9601  ___________________________________________________________________
 DJ9601* NAD 83(CORS)-  29 52 45.04475(N)    089 56 31.48471(W)     ADJUSTED  
 DJ9601* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DJ9601  **This station is located in a suspected subsidence area (see below).
 DJ9601  ___________________________________________________________________
 DJ9601  EPOCH DATE  -        2002.00
 DJ9601  X           -       5,595.315 (meters)                     COMP
 DJ9601  Y           -  -5,534,923.438 (meters)                     COMP
 DJ9601  Z           -   3,158,759.399 (meters)                     COMP
 DJ9601  ELLIP HEIGHT-         -16.980 (meters)          (02/??/08) ADJUSTED
 DJ9601  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DJ9601  HORZ ORDER  -  SPECIAL (CORS)
 DJ9601  ELLP ORDER  -  SPECIAL (CORS)
 DJ9601
 DJ9601.ITRF positions are available for this station.
 DJ9601.The coordinates were established by GPS observations
 DJ9601.and adjusted by the National Geodetic Survey in February 2008.
 DJ9601.The coordinates are valid at the epoch date displayed above.
 DJ9601.The epoch date for horizontal control is a decimal equivalence
 DJ9601.of Year/Month/Day.
 DJ9601
 DJ9601
 DJ9601.The PID for the CORS L1 Phase Center is DJ9602.
 DJ9601
 DJ9601.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ9601
 DJ9601.The ellipsoidal height was determined by GPS observations
 DJ9601.and is referenced to NAD 83.
 DJ9601
 DJ9601.The geoid height was determined by GEOID03.
 DJ9601
 DJ9601;                    North         East     Units Scale Factor Converg.
 DJ9601;SPC LA S     -   153,690.049 1,134,386.276   MT  0.99992799   +0 41 44.3
 DJ9601;SPC LA S     -   504,231.44  3,721,732.31   sFT  0.99992799   +0 41 44.3
 DJ9601
 DJ9601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9601!SPC LA S     -   1.00000267  x   0.99992799  =   0.99993066
 DJ9601
 DJ9601                          SUPERSEDED SURVEY CONTROL
 DJ9601
 DJ9601.No superseded survey control is available for this station.
 DJ9601
 DJ9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1583709034(NAD 83)
 DJ9601_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ9601
 DJ9601                          STATION DESCRIPTION
 DJ9601
 DJ9601'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008
 DJ9601'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ9601'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ9601'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ9601'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ9601'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DJ9602 ***********************************************************************
 DJ9602  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ9602  DESIGNATION -  ENGLISH TURN 6 CORS L1 PHASE CENTER
 DJ9602  CORS_ID     -  ENG6
 DJ9602  PID         -  DJ9602
 DJ9602  STATE/COUNTY-  LA/PLAQUEMINES
 DJ9602  USGS QUAD   -  CHALMETTE (1994)
 DJ9602
 DJ9602                         *CURRENT SURVEY CONTROL
 DJ9602  ___________________________________________________________________
 DJ9602* NAD 83(CORS)-  29 52 45.04464(N)    089 56 31.48478(W)     ADJUSTED  
 DJ9602* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DJ9602  **This station is located in a suspected subsidence area (see below).
 DJ9602  ___________________________________________________________________
 DJ9602  EPOCH DATE  -        2002.00
 DJ9602  X           -       5,595.313 (meters)                     COMP
 DJ9602  Y           -  -5,534,923.511 (meters)                     COMP
 DJ9602  Z           -   3,158,759.437 (meters)                     COMP
 DJ9602  ELLIP HEIGHT-         -16.899 (meters)          (02/??/08) ADJUSTED
 DJ9602  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 DJ9602  HORZ ORDER  -  SPECIAL (CORS)
 DJ9602  ELLP ORDER  -  SPECIAL (CORS)
 DJ9602
 DJ9602.ITRF positions are available for this station.
 DJ9602.The coordinates were established by GPS observations
 DJ9602.and adjusted by the National Geodetic Survey in February 2008.
 DJ9602.The coordinates are valid at the epoch date displayed above.
 DJ9602.The epoch date for horizontal control is a decimal equivalence
 DJ9602.of Year/Month/Day.
 DJ9602
 DJ9602
 DJ9602.The PID for the CORS ARP is DJ9601.
 DJ9602
 DJ9602.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ9602
 DJ9602.The ellipsoidal height was determined by GPS observations
 DJ9602.and is referenced to NAD 83.
 DJ9602
 DJ9602.The geoid height was determined by GEOID03.
 DJ9602
 DJ9602;                    North         East     Units Scale Factor Converg.
 DJ9602;SPC LA S     -   153,690.046 1,134,386.274   MT  0.99992799   +0 41 44.3
 DJ9602;SPC LA S     -   504,231.43  3,721,732.30   sFT  0.99992799   +0 41 44.3
 DJ9602
 DJ9602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9602!SPC LA S     -   1.00000265  x   0.99992799  =   0.99993064
 DJ9602
 DJ9602                          SUPERSEDED SURVEY CONTROL
 DJ9602
 DJ9602.No superseded survey control is available for this station.
 DJ9602
 DJ9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBU1583709034(NAD 83)
 DJ9602_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DJ9602
 DJ9602                          STATION DESCRIPTION
 DJ9602
 DJ9602'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DJ9602'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DJ9602'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DJ9602'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DJ9602'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DJ9602'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2639  **This station is located in a suspected subsidence area (see below).
 BH2639  ___________________________________________________________________
 BH2639  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BH2639  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2639 ** and geoid heights are valid at the date of observation. These heights
 BH2639 ** must always be validated when used as control.
 BH2639 ** The orthometric height has not been validated since last determined
 BH2639 ** by differential leveling and should not be used for control purposes.
 BH2639 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2639 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2639 ** epoch indicated which incorporates improved geoid heights for the
 BH2639 ** Southern Louisiana Subsidence area.
 BH2639 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4155  **This station is located in a suspected subsidence area (see below).
 BJ4155  ___________________________________________________________________
 BJ4155  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BJ4155  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4155 ** and geoid heights are valid at the date of observation. These heights
 BJ4155 ** must always be validated when used as control.
 BJ4155 ** The orthometric height has not been validated since last determined
 BJ4155 ** by differential leveling and should not be used for control purposes.
 BJ4155 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4155 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4155 ** epoch indicated which incorporates improved geoid heights for the
 BJ4155 ** Southern Louisiana Subsidence area.
 BJ4155 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4156  **This station is located in a suspected subsidence area (see below).
 BJ4156  ___________________________________________________________________
 BJ4156  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 BJ4156  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0757  **This station is located in a suspected subsidence area (see below).
 AV0757  ___________________________________________________________________
 AV0757  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AV0757  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0757 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0757 ** and geoid heights are valid at the date of observation. These heights
 AV0757 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2845  **This station is located in a suspected subsidence area (see below).
 AU2845  ___________________________________________________________________
 AU2845  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AU2845  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3126  ___________________________________________________________________
 CP3126  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CP3126  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3118  ___________________________________________________________________
 CP3118  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CP3118  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0225  **This station is located in a suspected 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 was scaled from a topographic map.
 AV0225 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0225 ** and geoid heights are valid at the date of observation. These heights
 AV0225 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0589  **This station is located in a suspected subsidence area (see below).
 AV0589  ___________________________________________________________________
 AV0589  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0589  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0593  **This station is located in a suspected subsidence area (see below).
 AV0593  ___________________________________________________________________
 AV0593  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0593  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0595  **This station is located in a suspected subsidence area (see below).
 AV0595  ___________________________________________________________________
 AV0595  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0595  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0595 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0595 ** and geoid heights are valid at the date of observation. These heights
 AV0595 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0599  **This station is located in a suspected subsidence area (see below).
 AV0599  ___________________________________________________________________
 AV0599  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0599  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0598  **This station is located in a suspected subsidence area (see below).
 AV0598  ___________________________________________________________________
 AV0598  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0598  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0596  **This station is located in a suspected subsidence area (see below).
 AV0596  ___________________________________________________________________
 AV0596  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV0596  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0602  **This station is located in a suspected subsidence area (see below).
 AV0602  ___________________________________________________________________
 AV0602  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AV0602  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0852  **This station is located in a suspected subsidence area (see below).
 AV0852  ___________________________________________________________________
 AV0852  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AV0852  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0852 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0852 ** and geoid heights are valid at the date of observation. These heights
 AV0852 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2825  ___________________________________________________________________
 CQ2825  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CQ2825  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 24 02.53829(N)    092 17 55.53197(W)     ADJUSTED  
 AA8542* NAVD 88     -        31.27   (+/-2cm)     102.6    (feet)  VERTCON   
 AA8542  ___________________________________________________________________
 AA8542  EPOCH DATE  -        2002.00
 AA8542  X           -    -218,559.420 (meters)                     COMP
 AA8542  Y           -  -5,444,595.595 (meters)                     COMP
 AA8542  Z           -   3,303,897.406 (meters)                     COMP
 AA8542  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA8542  ELLIP HEIGHT-           4.893 (meters)          (02/10/07) ADJUSTED
 AA8542  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA8542
 AA8542  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA8542  Type    PID    Designation                      North   East  Ellip
 AA8542  -------------------------------------------------------------------
 AA8542  NETWORK AA8542 ESF AP STA A2                     0.59   0.49   2.12
 AA8542  -------------------------------------------------------------------
 AA8542  VERT ORDER  -  THIRD ? (See Below)
 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 February 2007.
 AA8542
 AA8542.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA8542.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA8542.The horizontal coordinates are valid at the epoch date displayed above.
 AA8542.The epoch date for horizontal control is a decimal equivalence
 AA8542.of Year/Month/Day.
 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     -    99,884.313 1,019,137.681   MT  0.99995518   +0 06 23.0
 AA8542;SPC LA N     -   327,703.78  3,343,620.88   sFT  0.99995518   +0 06 23.0
 AA8542;UTM  15      - 3,474,224.060   566,663.930   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 (02/14/02)    4.910  (m)                       GP(       ) 5 2
 AA8542  NAD 83(1992)-  31 24 02.53741(N)    092 17 55.53163(W) AD(       ) B
 AA8542  ELLIP H (09/29/95)    4.995  (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 - June 25, 2007
 AA8542
 AA8542  HISTORY     - Date     Condition        Report By
 AA8542  HISTORY     - 1966     MONUMENTED       CGS
 AA8542  HISTORY     - 19900615 GOOD             NGS
 AA8542  HISTORY     - 20070625 GOOD             MAEC
 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.
 AA8542
 AA8542                          STATION RECOVERY (2007)
 AA8542
 AA8542'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AA8542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  31 23 22.14032(N)    092 17 22.42505(W)     NO CHECK  
 AA8543* NAVD 88     -        26.45   (+/-2cm)      86.8    (feet)  VERTCON   
 AA8543  ___________________________________________________________________
 AA8543  EPOCH DATE  -        2002.00
 AA8543  X           -    -217,711.248 (meters)                     COMP
 AA8543  Y           -  -5,445,274.048 (meters)                     COMP
 AA8543  Z           -   3,302,832.784 (meters)                     COMP
 AA8543  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA8543  ELLIP HEIGHT-          -0.029 (meters)          (02/10/07) NO CHECK
 AA8543  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA8543
 AA8543  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA8543  Type    PID    Designation                      North   East  Ellip
 AA8543  -------------------------------------------------------------------
 AA8543  NETWORK AA8543 ESF AP STA B2                     0.65   0.53   2.47
 AA8543  -------------------------------------------------------------------
 AA8543  VERT ORDER  -  THIRD ? (See Below)
 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 February 2007.
 AA8543
 AA8543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA8543.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA8543.No horizontal observational check was made to the station.
 AA8543.The horizontal coordinates are valid at the epoch date displayed above.
 AA8543.The epoch date for horizontal control is a decimal equivalence
 AA8543.of Year/Month/Day.
 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     -    98,641.816 1,020,014.654   MT  0.99995695   +0 06 40.5
 AA8543;SPC LA N     -   323,627.36  3,346,498.08   sFT  0.99995695   +0 06 40.5
 AA8543;UTM  15      - 3,472,985.910   567,546.243   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 (02/14/02)   -0.008  (m)                       GP(       ) 5 2
 AA8543  NAD 83(1992)-  31 23 22.13943(N)    092 17 22.42477(W) AD(       ) 1
 AA8543  ELLIP H (09/29/95)    0.075  (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 - June 26, 2007
 AA8543
 AA8543  HISTORY     - Date     Condition        Report By
 AA8543  HISTORY     - 1966     MONUMENTED       CGS
 AA8543  HISTORY     - 19900615 GOOD             NGS
 AA8543  HISTORY     - 20070626 GOOD             MAEC
 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.
 AA8543
 AA8543                          STATION RECOVERY (2007)
 AA8543
 AA8543'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AA8543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  31 23 42.75964(N)    092 17 45.66720(W)     NO CHECK  
 AA8541* NAVD 88     -        26.81   (+/-2cm)      88.0    (feet)  VERTCON   
 AA8541  ___________________________________________________________________
 AA8541  EPOCH DATE  -        2002.00
 AA8541  X           -    -218,311.588 (meters)                     COMP
 AA8541  Y           -  -5,444,919.304 (meters)                     COMP
 AA8541  Z           -   3,303,375.095 (meters)                     COMP
 AA8541  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA8541  ELLIP HEIGHT-           0.386 (meters)          (02/10/07) NO CHECK
 AA8541  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AA8541
 AA8541  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AA8541  Type    PID    Designation                      North   East  Ellip
 AA8541  -------------------------------------------------------------------
 AA8541  NETWORK AA8541 ESF ARP                           0.63   0.51   2.37
 AA8541  -------------------------------------------------------------------
 AA8541  VERT ORDER  -  THIRD ? (See Below)
 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 February 2007.
 AA8541
 AA8541.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AA8541.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AA8541.No horizontal observational check was made to the station.
 AA8541.The horizontal coordinates are valid at the epoch date displayed above.
 AA8541.The epoch date for horizontal control is a decimal equivalence
 AA8541.of Year/Month/Day.
 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     -    99,275.666 1,019,399.416   MT  0.99995604   +0 06 28.2
 AA8541;SPC LA N     -   325,706.91  3,344,479.58   sFT  0.99995604   +0 06 28.2
 AA8541;UTM  15      - 3,473,616.784   566,928.334   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 (02/14/02)    0.396  (m)                       GP(       ) 5 2
 AA8541  NAD 83(1992)-  31 23 42.75879(N)    092 17 45.66685(W) AD(       ) 1
 AA8541  ELLIP H (09/29/95)    0.484  (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 - January 15, 2008
 AA8541
 AA8541  HISTORY     - Date     Condition        Report By
 AA8541  HISTORY     - 1960     MONUMENTED       CGS
 AA8541  HISTORY     - 19900615 GOOD             NGS
 AA8541  HISTORY     - 20080115 GOOD             INDIV
 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.
 AA8541
 AA8541                          STATION RECOVERY (2008)
 AA8541
 AA8541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (GLB)
 AA8541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1355  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ1355 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1355 ** and geoid heights are valid at the date of observation. These heights
 BJ1355 ** must always be validated when used as control.
 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 more information.
 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 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  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 - October 16, 2007
 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  HISTORY     - 20071016 GOOD             GEOCAC
 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.
 BJ1355
 BJ1355                          STATION RECOVERY (2007)
 BJ1355
 BJ1355'RECOVERY NOTE BY GEOCACHING 2007
 BJ1355'MARK AND REFERENCE MARK NORTHWEST ALONG THE RETAINING WALL RECOVERED.
 BJ1355'MARKS THEMSELVES ARE IN GOOD CONDITION.  HOWEVER, MANY SIDEWALK
 BJ1355'SECTIONS NEAR THE MARKS ARE CURRENTLY BEING REPLACED TO REPAIR THE
 BJ1355'DAMAGE CAUSED BY THE FLOOD IN 2005.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0619  **This station is located in a suspected subsidence area (see below).
 AV0619  ___________________________________________________________________
 AV0619  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AV0619  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1000  **This station is located in a suspected subsidence area (see below).
 AT1000  ___________________________________________________________________
 AT1000  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AT1000  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1000 ** and geoid heights are valid at the date of observation. These heights
 AT1000 ** must always be validated when used as control.
 AT1000 ** The orthometric height has not been validated since last determined
 AT1000 ** by differential leveling and should not be used for control purposes.
 AT1000 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1000 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1000 ** epoch indicated which incorporates improved geoid heights for the
 AT1000 ** Southern Louisiana Subsidence area.
 AT1000 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2465  **This station is located in a suspected subsidence area (see below).
 AU2465  ___________________________________________________________________
 AU2465  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2465  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2467  **This station is located in a suspected subsidence area (see below).
 AU2467  ___________________________________________________________________
 AU2467  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2467  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2462  **This station is located in a suspected subsidence area (see below).
 AU2462  ___________________________________________________________________
 AU2462  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2462  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2462 ** and geoid heights are valid at the date of observation. These heights
 AU2462 ** must always be validated when used as control.
 AU2462 ** The orthometric height has not been validated since last determined
 AU2462 ** by differential leveling and should not be used for control purposes.
 AU2462 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2462 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2462 ** epoch indicated which incorporates improved geoid heights for the
 AU2462 ** Southern Louisiana Subsidence area.
 AU2462 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2844  **This station is located in a suspected subsidence area (see below).
 BK2844  ___________________________________________________________________
 BK2844  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2844  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2846  **This station is located in a suspected subsidence area (see below).
 BK2846  ___________________________________________________________________
 BK2846  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2846  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2849  **This station is located in a suspected subsidence area (see below).
 BK2849  ___________________________________________________________________
 BK2849  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BK2849  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2845  **This station is located in a suspected subsidence area (see below).
 BK2845  ___________________________________________________________________
 BK2845  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BK2845  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2858  **This station is located in a suspected subsidence area (see below).
 BK2858  ___________________________________________________________________
 BK2858  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BK2858  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2852  **This station is located in a suspected subsidence area (see below).
 BK2852  ___________________________________________________________________
 BK2852  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 BK2852  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2860  **This station is located in a suspected subsidence area (see below).
 BK2860  ___________________________________________________________________
 BK2860  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BK2860  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2853  **This station is located in a suspected subsidence area (see below).
 BK2853  ___________________________________________________________________
 BK2853  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 BK2853  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5133  **This station is located in a suspected subsidence area (see below).
 BJ5133  ___________________________________________________________________
 BJ5133  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BJ5133  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5133 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5133 ** and geoid heights are valid at the date of observation. These heights
 BJ5133 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4744  **This station is located in a suspected subsidence area (see below).
 BJ4744  ___________________________________________________________________
 BJ4744  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 BJ4744  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4744 ** and geoid heights are valid at the date of observation. These heights
 BJ4744 ** must always be validated when used as control.
 BJ4744 ** The orthometric height has not been validated since last determined
 BJ4744 ** by differential leveling and should not be used for control purposes.
 BJ4744 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4744 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4744 ** epoch indicated which incorporates improved geoid heights for the
 BJ4744 ** Southern Louisiana Subsidence area.
 BJ4744 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK3074  ___________________________________________________________________
 BK3074  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 BK3074  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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(2007)-  31 57 44.98052(N)    093 27 01.13685(W)     ADJUSTED  
 BX3084* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 BX3084  ___________________________________________________________________
 BX3084  EPOCH DATE  -        2002.00
 BX3084  X           -    -325,967.857 (meters)                     COMP
 BX3084  Y           -  -5,406,461.907 (meters)                     COMP
 BX3084  Z           -   3,356,915.512 (meters)                     COMP
 BX3084  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BX3084  ELLIP HEIGHT-          22.098 (meters)          (02/10/07) ADJUSTED
 BX3084  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 BX3084
 BX3084  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX3084  Type    PID    Designation                      North   East  Ellip
 BX3084  -------------------------------------------------------------------
 BX3084  NETWORK BX3084 EVELYN                            4.35   7.02   8.08
 BX3084  -------------------------------------------------------------------
 BX3084
 BX3084.The horizontal coordinates were established by GPS observations
 BX3084.and adjusted by the National Geodetic Survey in February 2007.
 BX3084
 BX3084.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX3084.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX3084.The horizontal coordinates are valid at the epoch date displayed above.
 BX3084.The epoch date for horizontal control is a decimal equivalence
 BX3084.of Year/Month/Day.
 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     -   162,547.783   910,173.924   MT  0.99991504   -0 30 08.8
 BX3084;SPC LA N     -   533,292.18  2,986,128.95   sFT  0.99991504   -0 30 08.8
 BX3084;UTM  15      - 3,536,367.035   457,447.767   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  =   0.99961886
 BX3084
 BX3084                          SUPERSEDED SURVEY CONTROL
 BX3084
 BX3084  ELLIP H (06/26/02)   22.066  (m)                       GP(       ) 4 2
 BX3084  NAD 83(1992)-  31 57 44.97956(N)    093 27 01.13543(W) AD(       ) 1
 BX3084  ELLIP H (01/21/93)   22.194  (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     3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2614  ___________________________________________________________________
 BK2614  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 BK2614  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2613  ___________________________________________________________________
 BK2613  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 BK2613  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2615  ___________________________________________________________________
 BK2615  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 BK2615  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 29 32.80220(N)    091 10 19.46313(W)     ADJUSTED  
 BJ3894* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3894  **This station is located in a suspected subsidence area (see below).
 BJ3894  ___________________________________________________________________
 BJ3894  EPOCH DATE  -        2002.00
 BJ3894  X           -    -112,518.440 (meters)                     COMP
 BJ3894  Y           -  -5,499,599.370 (meters)                     COMP
 BJ3894  Z           -   3,217,528.073 (meters)                     COMP
 BJ3894  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BJ3894  ELLIP HEIGHT-          -9.439 (meters)          (02/10/07) ADJUSTED
 BJ3894  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3894  DYNAMIC HT  -          17.8   (meters)      58.    (feet)  COMP
 BJ3894
 BJ3894  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3894  Type    PID    Designation                      North   East  Ellip
 BJ3894  -------------------------------------------------------------------
 BJ3894  NETWORK BJ3894 EXXON                             1.23   2.10   4.25
 BJ3894  -------------------------------------------------------------------
 BJ3894  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3894
 BJ3894  VERT ORDER  -  THIRD (See Below)
 BJ3894
 BJ3894.The horizontal coordinates were established by GPS observations
 BJ3894.and adjusted by the National Geodetic Survey in February 2007.
 BJ3894
 BJ3894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3894.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3894.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3894.The epoch date for horizontal control is a decimal equivalence
 BJ3894.of Year/Month/Day.
 BJ3894
 BJ3894.The orthometric height was scaled from a topographic map.
 BJ3894 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3894 ** and geoid heights are valid at the date of observation. These heights
 BJ3894 ** must always be validated when used as control.
 BJ3894 ** The orthometric height has not been validated since last determined
 BJ3894 ** by differential leveling and should not be used for control purposes.
 BJ3894 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3894 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3894 ** epoch indicated which incorporates improved geoid heights for the
 BJ3894 ** Southern Louisiana Subsidence area.
 BJ3894 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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.The vertical order pertains to the first NAVD 88 superseded value.
 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     -   220,864.706 1,015,481.420   MT  0.99996243   +0 04 50.3
 BJ3894;SPC LA S     -   724,620.29  3,331,625.29   sFT  0.99996243   +0 04 50.3
 BJ3894;UTM  15      - 3,374,774.641   675,436.929   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 (02/12/02)   -9.441  (m)                       GP(       ) 4 2
 BJ3894  ELLIP H (01/21/93)   -9.364  (m)                       GP(       ) 4 2
 BJ3894  NAD 83(1992)-  30 29 32.80203(N)    091 10 19.46215(W) AD(       ) B
 BJ3894  ELLIP H (09/10/92)   -9.364  (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  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 = MARCH 13, 2009
 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(2007)-  30 29 15.88416(N)    091 10 09.60610(W)     ADJUSTED  
 AF8326* NAVD 88     -        18.08   (meters)      59.3    (feet)  GPS OBS(2006.81)
 AF8326  **This station is located in a suspected subsidence area (see below).
 AF8326  ___________________________________________________________________
 AF8326  EPOCH DATE  -        2002.00
 AF8326  X           -    -112,261.025 (meters)                     COMP
 AF8326  Y           -  -5,499,869.334 (meters)                     COMP
 AF8326  Z           -   3,217,079.312 (meters)                     COMP
 AF8326  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AF8326  ELLIP HEIGHT-          -9.084 (meters)          (03/12/08) ADJUSTED
 AF8326  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AF8326
 AF8326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AF8326  Type    PID    Designation                      North   East  Ellip
 AF8326  -------------------------------------------------------------------
 AF8326  NETWORK AF8326 EXXON 2                           0.43   0.39   1.37
 AF8326  -------------------------------------------------------------------
 AF8326  ELLP ORDER  -  THIRD     CLASS I
 AF8326
 AF8326.The horizontal coordinates were established by GPS observations
 AF8326.and adjusted by the National Geodetic Survey in February 2007.
 AF8326
 AF8326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AF8326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AF8326.The horizontal coordinates are valid at the epoch date displayed above.
 AF8326.The epoch date for horizontal control is a decimal equivalence
 AF8326.of Year/Month/Day.
 AF8326
 AF8326.The orthometric height was determined by GPS observations and a
 AF8326.high-resolution geoid model.
 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 any height that may have been
 AF8326 ** previously 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
 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     -   220,344.114 1,015,745.027   MT  0.99996173   +0 04 55.2
 AF8326;SPC LA S     -   722,912.31  3,332,490.14   sFT  0.99996173   +0 04 55.2
 AF8326;UTM  15      - 3,374,257.993   675,708.209   MT  0.99998088   +0 55 44.5
 AF8326
 AF8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8326!SPC LA S     -   1.00000143  x   0.99996173  =   0.99996316
 AF8326!UTM  15      -   1.00000143  x   0.99998088  =   0.99998231
 AF8326
 AF8326                          SUPERSEDED SURVEY CONTROL
 AF8326
 AF8326  ELLIP H (02/10/07)   -9.035  (m)                       GP(       )    
 AF8326  ELLIP H (05/09/05)   -9.061  (m)                       GP(       ) 4 2
 AF8326  NAD 83(1992)-  30 29 15.88417(N)    091 10 09.60589(W) AD(       ) A
 AF8326  ELLIP H (06/20/00)   -9.040  (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)   -8.991  (m)                       GP(       ) 3 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 - June 03, 2006
 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  HISTORY     - 20060603 GOOD             NGS
 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.
 AF8326
 AF8326                          STATION RECOVERY (2006)
 AF8326
 AF8326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AF8326'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 BJ3896* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3896  **This station is located in a suspected subsidence area (see below).
 BJ3896  ___________________________________________________________________
 BJ3896  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BJ3896  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ3896  DYNAMIC HT  -          18.1   (meters)      59.    (feet)  COMP
 BJ3896  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 BJ3896
 BJ3896  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ3896 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3896 ** and geoid heights are valid at the date of observation. These heights
 BJ3896 ** must always be validated when used as control.
 BJ3896 ** The orthometric height has not been validated since last determined
 BJ3896 ** by differential leveling and should not be used for control purposes.
 BJ3896 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3896 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3896 ** epoch indicated which incorporates improved geoid heights for the
 BJ3896 ** Southern Louisiana Subsidence area.
 BJ3896 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 41 38.76792(N)    091 12 16.07422(W)     ADJUSTED  
 AU0218* NAVD 88     -         2.36   (meters)       7.7    (feet)  GPS OBS(2006.81)
 AU0218  **This station is located in a suspected subsidence area (see below).
 AU0218  **This station is included in the VTDP model (see below).
 AU0218  ___________________________________________________________________
 AU0218  EPOCH DATE  -        2002.00
 AU0218  X           -    -116,560.108 (meters)                     COMP
 AU0218  Y           -  -5,543,887.222 (meters)                     COMP
 AU0218  Z           -   3,140,951.325 (meters)                     COMP
 AU0218  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU0218  ELLIP HEIGHT-         -23.151 (meters)          (03/12/08) ADJUSTED
 AU0218  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 AU0218
 AU0218  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0218  Type    PID    Designation                      North   East  Ellip
 AU0218  -------------------------------------------------------------------
 AU0218  NETWORK AU0218 F 198                             0.90   0.73   2.12
 AU0218  -------------------------------------------------------------------
 AU0218  ELLP ORDER  -  THIRD     CLASS I
 AU0218
 AU0218.The horizontal coordinates were established by GPS observations
 AU0218.and adjusted by the National Geodetic Survey in February 2007.
 AU0218
 AU0218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0218.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU0218.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AU0218 ** Positioning (VTDP) model and has been validated through GPS observations
 AU0218 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 AU0218.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 AU0218;SPC LA S     -   132,367.050 1,012,471.226   MT  0.99993999   +0 03 52.0
 AU0218;SPC LA S     -   434,274.23  3,321,749.35   sFT  0.99993999   +0 03 52.0
 AU0218;UTM  15      - 3,286,238.856   673,718.421   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  ELLIP H (02/10/07)  -23.147  (m)                       GP(       )    
 AU0218  NAD 83(1992)-  29 41 38.76792(N)    091 12 16.07405(W) AD(2004.65) B
 AU0218  ELLIP H (06/22/05)  -23.155  (m)                       GP(2004.65) 4 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: N = NO MAGNETIC MATERIAL
 AU0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU0218+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2009
 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  HISTORY     - 20060430 GOOD             NGS
 AU0218  HISTORY     - 20061101 GOOD             JCLS
 AU0218  HISTORY     - 20090209 GOOD             LOWE
 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.
 AU0218
 AU0218                          STATION RECOVERY (2006)
 AU0218
 AU0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0218'RECOVERED AS DESCRIBED.
 AU0218
 AU0218                          STATION RECOVERY (2006)
 AU0218
 AU0218'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AU0218'RECOVERED IN GOOD CONDITION.
 AU0218
 AU0218                          STATION RECOVERY (2009)
 AU0218
 AU0218'RECOVERY NOTE BY LOWE ENGINEERS 2009 (RW)
 AU0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 BJ0021 ***********************************************************************
 BJ0021  HT_MOD      -  This is a 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(2007)-  30 53 06.48830(N)    091 40 13.22562(W)     ADJUSTED  
 BJ0021* NAVD 88     -        14.49   (meters)      47.5    (feet)  GPS OBS   
 BJ0021  ___________________________________________________________________
 BJ0021  EPOCH DATE  -        2002.00
 BJ0021  X           -    -159,692.583 (meters)                     COMP
 BJ0021  Y           -  -5,476,200.259 (meters)                     COMP
 BJ0021  Z           -   3,254,964.507 (meters)                     COMP
 BJ0021  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ0021  ELLIP HEIGHT-         -12.772 (meters)          (02/10/07) ADJUSTED
 BJ0021  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BJ0021
 BJ0021  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0021  Type    PID    Designation                      North   East  Ellip
 BJ0021  -------------------------------------------------------------------
 BJ0021  NETWORK BJ0021 F 207                             0.63   0.57   1.04
 BJ0021  -------------------------------------------------------------------
 BJ0021
 BJ0021.The horizontal coordinates were established by GPS observations
 BJ0021.and adjusted by the National Geodetic Survey in February 2007.
 BJ0021
 BJ0021.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0021.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0021.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0021.The epoch date for horizontal control is a decimal equivalence
 BJ0021.of Year/Month/Day.
 BJ0021
 BJ0021.The orthometric height was determined by GPS observations and a
 BJ0021.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BJ0021;SPC LA S     -   264,436.484   967,774.478   MT  1.00004461   -0 10 06.6
 BJ0021;SPC LA S     -   867,572.03  3,175,106.77   sFT  1.00004461   -0 10 06.6
 BJ0021;UTM  15      - 3,417,629.287   627,094.694   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  NAD 83(1992)-  30 53 06.48829(N)    091 40 13.22525(W) AD(       ) B
 BJ0021  ELLIP H (05/09/05)  -12.779  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 46 18.68604(N)    093 27 04.86205(W)     ADJUSTED  
 AV0360* NAVD 88     -         1.02   (meters)       3.3    (feet)  GPS OBS(2006.81)
 AV0360  **This station is located in a suspected subsidence area (see below).
 AV0360  **This station is included in the VTDP model (see below).
 AV0360  ___________________________________________________________________
 AV0360  EPOCH DATE  -        2002.00
 AV0360  X           -    -333,563.887 (meters)                     COMP
 AV0360  Y           -  -5,530,785.975 (meters)                     COMP
 AV0360  Z           -   3,148,434.275 (meters)                     COMP
 AV0360  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AV0360  ELLIP HEIGHT-         -25.742 (meters)          (03/12/08) ADJUSTED
 AV0360  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AV0360
 AV0360  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0360  Type    PID    Designation                      North   East  Ellip
 AV0360  -------------------------------------------------------------------
 AV0360  NETWORK AV0360 F 212                             0.86   0.74   1.82
 AV0360  -------------------------------------------------------------------
 AV0360  ELLP ORDER  -  THIRD     CLASS I
 AV0360
 AV0360.The horizontal coordinates were established by GPS observations
 AV0360.and adjusted by the National Geodetic Survey in February 2007.
 AV0360
 AV0360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0360.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0360.high-resolution geoid model.
 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 with a Vertical Time-dependent
 AV0360 ** Positioning (VTDP) model and has been validated through GPS observations
 AV0360 ** for the epoch indicated (see www.ngs.noaa.gov/heightmod/VTDP).
 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
 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;                    North         East     Units Scale Factor Converg.
 AV0360;SPC LA S     -   142,871.260   795,199.819   MT  0.99993368   -1 03 32.5
 AV0360;SPC LA S     -   468,736.79  2,608,918.07   sFT  0.99993368   -1 03 32.5
 AV0360;UTM  15      - 3,293,591.058   456,368.824   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  ELLIP H (02/10/07)  -25.754  (m)                       GP(       )    
 AV0360  NAD 83(1992)-  29 46 18.68586(N)    093 27 04.86234(W) AD(2004.65) B
 AV0360  ELLIP H (06/22/05)  -25.743  (m)                       GP(2004.65) 4 1
 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_MAGNETIC: I = MARKER IS A STEEL ROD
 AV0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AV0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AV0360+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 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  HISTORY     - 20060412 GOOD             NGS
 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.
 AV0360
 AV0360                          STATION RECOVERY (2006)
 AV0360
 AV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0360'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 36 18.74968(N)    090 29 23.47752(W)     ADJUSTED  
 AU1091* NAVD 88     -         1.63   (meters)       5.3    (feet)  GPS OBS(2006.81)
 AU1091  **This station is located in a suspected subsidence area (see below).
 AU1091  ___________________________________________________________________
 AU1091  EPOCH DATE  -        2002.00
 AU1091  X           -     -47,449.478 (meters)                     COMP
 AU1091  Y           -  -5,549,783.724 (meters)                     COMP
 AU1091  Z           -   3,132,387.724 (meters)                     COMP
 AU1091  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AU1091  ELLIP HEIGHT-         -23.573 (meters)          (03/12/08) ADJUSTED
 AU1091  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 AU1091
 AU1091  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1091  Type    PID    Designation                      North   East  Ellip
 AU1091  -------------------------------------------------------------------
 AU1091  NETWORK AU1091 F 220                             0.76   0.67   1.74
 AU1091  -------------------------------------------------------------------
 AU1091  ELLP ORDER  -  THIRD     CLASS I
 AU1091
 AU1091.The horizontal coordinates were established by GPS observations
 AU1091.and adjusted by the National Geodetic Survey in February 2007.
 AU1091
 AU1091.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1091.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU1091.high-resolution geoid model.
 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 by GPS observations using
 AU1091 ** precise GPS observation and processing techniques and a new
 AU1091 ** realization of GEOID03. It supersedes any height that may have been
 AU1091 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU1091;SPC LA S     -   122,807.688 1,081,699.429   MT  0.99994943   +0 25 18.3
 AU1091;SPC LA S     -   402,911.56  3,548,875.54   sFT  0.99994943   +0 25 18.3
 AU1091;UTM  15      - 3,277,672.232   743,090.295   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  ELLIP H (02/10/07)  -23.556  (m)                       GP(       )    
 AU1091  NAD 83(1992)-  29 36 18.74979(N)    090 29 23.47775(W) AD(2004.65) B
 AU1091  ELLIP H (06/22/05)  -23.572  (m)                       GP(2004.65) 4 1
 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 - April 30, 2006
 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  HISTORY     - 20060430 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.
 AU1091
 AU1091                          STATION RECOVERY (2006)
 AU1091
 AU1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 33 32.72743(N)    090 37 59.34862(W)     ADJUSTED  
 AU1446* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1446  **This station is located in a suspected subsidence area (see below).
 AU1446  ___________________________________________________________________
 AU1446  EPOCH DATE  -        2002.00
 AU1446  X           -     -61,357.276 (meters)                     COMP
 AU1446  Y           -  -5,552,170.164 (meters)                     COMP
 AU1446  Z           -   3,127,941.647 (meters)                     COMP
 AU1446  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU1446  ELLIP HEIGHT-         -24.676 (meters)          (02/10/07) ADJUSTED
 AU1446  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 AU1446
 AU1446  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1446  Type    PID    Designation                      North   East  Ellip
 AU1446  -------------------------------------------------------------------
 AU1446  NETWORK AU1446 F 222                             1.51   1.67   3.55
 AU1446  -------------------------------------------------------------------
 AU1446
 AU1446.The horizontal coordinates were established by GPS observations
 AU1446.and adjusted by the National Geodetic Survey in February 2007.
 AU1446
 AU1446.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1446.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1446.The horizontal coordinates are valid at the epoch date displayed above.
 AU1446.The epoch date for horizontal control is a decimal equivalence
 AU1446.of Year/Month/Day.
 AU1446
 AU1446.The orthometric height was determined by GPS observations and a
 AU1446.high-resolution geoid model.
 AU1446 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1446 ** and geoid heights are valid at the date of observation. These heights
 AU1446 ** must always be validated when used as control.
 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 more information.
 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
 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     -   117,602.647 1,067,851.037   MT  0.99995527   +0 21 00.4
 AU1446;SPC LA S     -   385,834.68  3,503,441.28   sFT  0.99995527   +0 21 00.4
 AU1446;UTM  15      - 3,272,268.090   729,313.034   MT  1.00024887   +1 10 05.3
 AU1446
 AU1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1446!SPC LA S     -   1.00000388  x   0.99995527  =   0.99995915
 AU1446!UTM  15      -   1.00000388  x   1.00024887  =   1.00025275
 AU1446
 AU1446:                Primary Azimuth Mark                     Grid Az
 AU1446:SPC LA S     -  CASTLE                                   296 46 17.6
 AU1446:UTM  15      -  CASTLE                                   295 57 12.7
 AU1446
 AU1446|---------------------------------------------------------------------|
 AU1446| PID    Reference Object                     Distance      Geod. Az  |
 AU1446|                                                           dddmmss.s |
 AU1446| AH6392 CASTLE                              APPROX. 0.5 KM 2970718.0 |
 AU1446|---------------------------------------------------------------------|
 AU1446
 AU1446                          SUPERSEDED SURVEY CONTROL
 AU1446
 AU1446  ELLIP H (02/21/02)  -24.656  (m)                       GP(       ) 5 1
 AU1446  NAD 83(1992)-  29 33 32.72776(N)    090 37 59.34766(W) AD(       ) 1
 AU1446  ELLIP H (12/17/98)  -24.597  (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 = MARCH 13, 2009
 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(2007)-  30 05 11.63014(N)    093 17 11.66852(W)     ADJUSTED  
 BK1518* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK1518  **This station is located in a suspected subsidence area (see below).
 BK1518  ___________________________________________________________________
 BK1518  EPOCH DATE  -        2002.00
 BK1518  X           -    -316,658.752 (meters)                     COMP
 BK1518  Y           -  -5,514,345.105 (meters)                     COMP
 BK1518  Z           -   3,178,667.176 (meters)                     COMP
 BK1518  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK1518  ELLIP HEIGHT-         -26.357 (meters)          (02/10/07) ADJUSTED
 BK1518  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BK1518  DYNAMIC HT  -           1.1   (meters)       4.    (feet)  COMP
 BK1518
 BK1518  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK1518  Type    PID    Designation                      North   East  Ellip
 BK1518  -------------------------------------------------------------------
 BK1518  NETWORK BK1518 F 226                             1.74   1.37   3.49
 BK1518  -------------------------------------------------------------------
 BK1518  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 BK1518
 BK1518  VERT ORDER  -  THIRD (See Below)
 BK1518
 BK1518.The horizontal coordinates were established by GPS observations
 BK1518.and adjusted by the National Geodetic Survey in February 2007.
 BK1518
 BK1518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK1518.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK1518.The horizontal coordinates are valid at the epoch date displayed above.
 BK1518.The epoch date for horizontal control is a decimal equivalence
 BK1518.of Year/Month/Day.
 BK1518
 BK1518.The orthometric height was scaled from a topographic map.
 BK1518 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK1518 ** and geoid heights are valid at the date of observation. These heights
 BK1518 ** must always be validated when used as control.
 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 more information.
 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 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     -   177,466.260   811,725.685   MT  0.99992686   -0 58 35.9
 BK1518;SPC LA S     -   582,237.22  2,663,136.68   sFT  0.99992686   -0 58 35.9
 BK1518;UTM  15      - 3,328,412.022   472,384.506   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  =   0.99993100
 BK1518!UTM  15      -   1.00000414  x   0.99960941  =   0.99961355
 BK1518
 BK1518                          SUPERSEDED SURVEY CONTROL
 BK1518
 BK1518  ELLIP H (02/20/02)  -26.327  (m)                       GP(       ) 4 1
 BK1518  NAD 83(1992)-  30 05 11.62718(N)    093 17 11.66330(W) AD(       ) 1
 BK1518  ELLIP H (01/13/95)  -26.198  (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)  -26.231  (m)                       GP(       ) 4 2
 BK1518  NAD 83(1986)-  30 05 11.64873(N)    093 17 11.65368(W) AD(       ) 1
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3296* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3296  **This station is located in a suspected subsidence area (see below).
 BK3296  ___________________________________________________________________
 BK3296  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BK3296  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3296 ** and geoid heights are valid at the date of observation. These heights
 BK3296 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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(2007)-  29 38 55.64932(N)    090 58 08.60936(W)     ADJUSTED  
 AU1396* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU1396  **This station is located in a suspected subsidence area (see below).
 AU1396  ___________________________________________________________________
 AU1396  EPOCH DATE  -        2002.00
 AU1396  X           -     -93,823.468 (meters)                     COMP
 AU1396  Y           -  -5,546,804.484 (meters)                     COMP
 AU1396  Z           -   3,136,586.911 (meters)                     COMP
 AU1396  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AU1396  ELLIP HEIGHT-         -24.043 (meters)          (02/10/07) ADJUSTED
 AU1396  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 AU1396  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 AU1396
 AU1396  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1396  Type    PID    Designation                      North   East  Ellip
 AU1396  -------------------------------------------------------------------
 AU1396  NETWORK AU1396 F 227                             1.90   1.98   4.47
 AU1396  -------------------------------------------------------------------
 AU1396  MODELED GRAV-     979,300.1   (mgal)                       NAVD 88
 AU1396
 AU1396  VERT ORDER  -  THIRD (See Below)
 AU1396
 AU1396.The horizontal coordinates were established by GPS observations
 AU1396.and adjusted by the National Geodetic Survey in February 2007.
 AU1396
 AU1396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1396.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1396.The horizontal coordinates are valid at the epoch date displayed above.
 AU1396.The epoch date for horizontal control is a decimal equivalence
 AU1396.of Year/Month/Day.
 AU1396
 AU1396.The orthometric height was scaled from a topographic map.
 AU1396 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1396 ** and geoid heights are valid at the date of observation. These heights
 AU1396 ** must always be validated when used as control.
 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 more information.
 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 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     -   127,393.833 1,035,268.641   MT  0.99994450   +0 10 55.7
 AU1396;SPC LA S     -   417,957.93  3,396,543.87   sFT  0.99994450   +0 10 55.7
 AU1396;UTM  15      - 3,281,593.654   696,586.864   MT  1.00007686   +1 00 18.0
 AU1396
 AU1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1396!SPC LA S     -   1.00000378  x   0.99994450  =   0.99994828
 AU1396!UTM  15      -   1.00000378  x   1.00007686  =   1.00008064
 AU1396
 AU1396                          SUPERSEDED SURVEY CONTROL
 AU1396
 AU1396  ELLIP H (02/21/02)  -24.011  (m)                       GP(       ) 5 1
 AU1396  NAD 83(1992)-  29 38 55.64970(N)    090 58 08.60840(W) AD(       ) 1
 AU1396  ELLIP H (12/17/98)  -24.011  (m)                       GP(       ) 4 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 = MARCH 13, 2009
 AU1382 ***********************************************************************
 AU1382  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1382  DESIGNATION -  F 229
 AU1382  PID         -  AU1382
 AU1382  STATE/COUNTY-  LA/LAFOURCHE
 AU1382  USGS QUAD   -  LABADIEVILLE (1980)
 AU1382
 AU1382                         *CURRENT SURVEY CONTROL
 AU1382  ___________________________________________________________________
 AU1382* NAD 83(2007)-  29 49 08.87290(N)    090 53 43.11075(W)     ADJUSTED  
 AU1382* NAVD 88     -         4.32   (meters)      14.2    (feet)  GPS OBS(2006.81)
 AU1382  **This station is located in a suspected subsidence area (see below).
 AU1382  ___________________________________________________________________
 AU1382  EPOCH DATE  -        2002.00
 AU1382  X           -     -86,537.397 (meters)                     COMP
 AU1382  Y           -  -5,537,559.201 (meters)                     COMP
 AU1382  Z           -   3,152,983.938 (meters)                     COMP
 AU1382  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1382  ELLIP HEIGHT-         -21.449 (meters)          (03/12/08) ADJUSTED
 AU1382  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 AU1382  HORZ ORDER  -  A
 AU1382  ELLP ORDER  -  THIRD     CLASS I
 AU1382
 AU1382.The horizontal coordinates were established by GPS observations
 AU1382.and adjusted by the National Geodetic Survey in March 2008.
 AU1382
 AU1382.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1382.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1382.The horizontal coordinates are valid at the epoch date displayed above.
 AU1382.The epoch date for horizontal control is a decimal equivalence
 AU1382.of Year/Month/Day.
 AU1382
 AU1382.The orthometric height was determined by GPS observations and a
 AU1382.high-resolution geoid model.
 AU1382 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1382 ** and geoid heights are valid at the date of observation. These heights
 AU1382 ** must always be validated when used as control.
 AU1382 ** The orthometric height was determined by GPS observations using
 AU1382 ** precise GPS observation and processing techniques and a new
 AU1382 ** realization of GEOID03. It supersedes any height that may have been
 AU1382 ** previously determined for this station.
 AU1382 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1382 ** epoch indicated which incorporates improved geoid heights for the
 AU1382 ** Southern Louisiana Subsidence area.
 AU1382 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1382
 AU1382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1382
 AU1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1382
 AU1382.The ellipsoidal height was determined by GPS observations
 AU1382.and is referenced to NAD 83.
 AU1382
 AU1382.The geoid height was determined by GEOID03.
 AU1382
 AU1382;                    North         East     Units Scale Factor Converg.
 AU1382;SPC LA S     -   146,299.331 1,042,336.777   MT  0.99993074   +0 13 08.5
 AU1382;SPC LA S     -   479,983.72  3,419,733.24   sFT  0.99993074   +0 13 08.5
 AU1382;UTM  15      - 3,300,601.982   703,383.003   MT  1.00011039   +1 02 49.0
 AU1382
 AU1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1382!SPC LA S     -   1.00000337  x   0.99993074  =   0.99993411
 AU1382!UTM  15      -   1.00000337  x   1.00011039  =   1.00011376
 AU1382
 AU1382                          SUPERSEDED SURVEY CONTROL
 AU1382
 AU1382  NGVD 29 (??/??/??)    4.666  (m)           15.31   (f) ADJUSTED    1 2
 AU1382
 AU1382.Superseded values are not recommended for survey control.
 AU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1382.See file dsdata.txt to determine how the superseded data were derived.
 AU1382
 AU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP0338300602(NAD 83)
 AU1382_MARKER: DB = BENCH MARK DISK
 AU1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AU1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AU1382_STAMPING: F 229 1965
 AU1382_MARK LOGO: CGS   
 AU1382_PROJECTION: FLUSH
 AU1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AU1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AU1382+STABILITY: SURFACE MOTION
 AU1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1382+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AU1382
 AU1382  HISTORY     - Date     Condition        Report By
 AU1382  HISTORY     - 1965     MONUMENTED       CGS
 AU1382  HISTORY     - 1982     GOOD             NGS
 AU1382  HISTORY     - 20060426 GOOD             NGS
 AU1382
 AU1382                          STATION DESCRIPTION
 AU1382
 AU1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AU1382'4.15 MI E FROM LABADIEVILLE.
 AU1382'4.15 MILES EAST ALONG STATE HIGHWAY 1 FROM THE SAINT FELIMA CATHOLIC
 AU1382'CHURCH AT LABADIEVILLE, OR 5.2 MILES WEST ALONG STATE HIGHWAY 20 FROM
 AU1382'A CONCRETE BRIDGE OVER BAYOU LAFOURCHE AT THIBODAUX, IN SECTION 38, T
 AU1382'14 S, R 15 E, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 101
 AU1382'FEET WEST OF AND ACROSS A SHELL DRIVEWAY FROM A POWER POLE, 19 1/2
 AU1382'FEET WEST OF THE CENTER LINE OF A SHELL DRIVEWAY, 8 1/2 FEET WEST OF A
 AU1382'FENCE CORNER, 6 FEET SOUTHWEST OF A WATER METER, 1 FOOT NORTH OF A
 AU1382'FENCE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 AU1382'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 AU1382
 AU1382                          STATION RECOVERY (1982)
 AU1382
 AU1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AU1382'RECOVERED IN GOOD CONDITION IN 1965, QUAD 290904, LINE 103, PAGE 16,
 AU1382'DATED AUGUST 1968.  OMIT-8 1/2 FEET WEST OF FENCE CORNER AND 1 FOOT
 AU1382'NORTH OF FENCE.  ADD-13.71 METERS (45.0 FEET) WEST-NORTHWEST OF
 AU1382'TELEPHONE CABLE JUNCTION BOX NO. 74 AND 3.50 METERS (11.5 FEET) SOUTH
 AU1382'OF WOODEN POST SUPPORTING MAIL BOX WHICH READS W. L. SMIITH, RFD 2,
 AU1382'BOX 242.
 AU1382
 AU1382                          STATION RECOVERY (2006)
 AU1382
 AU1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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  HISTORY     - 20080712 GOOD             GEOCAC
 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.
 CQ0022
 CQ0022                          STATION RECOVERY (2008)
 CQ0022
 CQ0022'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  31 45 01.67186(N)    091 32 57.94529(W)     ADJUSTED  
 BW1461* NAVD 88     -        18.0    (meters)      59.     (feet)  GPS OBS   
 BW1461  ___________________________________________________________________
 BW1461  EPOCH DATE  -        2002.00
 BW1461  X           -    -146,787.496 (meters)                     COMP
 BW1461  Y           -  -5,426,678.068 (meters)                     COMP
 BW1461  Z           -   3,336,930.159 (meters)                     COMP
 BW1461  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW1461  ELLIP HEIGHT-          -8.011 (meters)          (02/10/07) ADJUSTED
 BW1461  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 BW1461
 BW1461  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW1461  Type    PID    Designation                      North   East  Ellip
 BW1461  -------------------------------------------------------------------
 BW1461  NETWORK BW1461 F 248                             0.41   0.39   1.35
 BW1461  -------------------------------------------------------------------
 BW1461
 BW1461.The horizontal coordinates were established by GPS observations
 BW1461.and adjusted by the National Geodetic Survey in February 2007.
 BW1461
 BW1461.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW1461.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW1461.The horizontal coordinates are valid at the epoch date displayed above.
 BW1461.The epoch date for horizontal control is a decimal equivalence
 BW1461.of Year/Month/Day.
 BW1461
 BW1461.The orthometric height was determined by GPS observations and a
 BW1461.high-resolution geoid model.
 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     -   139,040.058 1,090,056.379   MT  0.99991898   +0 30 09.2
 BW1461;SPC LA N     -   456,167.26  3,576,293.30   sFT  0.99991898   +0 30 09.2
 BW1461;UTM  15      - 3,513,692.410   637,390.536   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  ELLIP H (06/20/00)   -8.013  (m)                       GP(       ) 3 1
 BW1461  NAD 83(1992)-  31 45 01.68725(N)    091 32 57.93799(W) AD(       ) 1
 BW1461  NAD 83(1992)-  31 45 01.67118(N)    091 32 57.94509(W) AD(       ) B
 BW1461  ELLIP H (09/10/92)   -7.960  (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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CQ0082+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 CQ0082
 CQ0082  HISTORY     - Date     Condition        Report By
 CQ0082  HISTORY     - 1968     MONUMENTED       CGS
 CQ0082  HISTORY     - 1969     GOOD             CGS
 CQ0082  HISTORY     - 20080807 GOOD             GEOCAC
 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.
 CQ0082
 CQ0082                          STATION RECOVERY (2008)
 CQ0082
 CQ0082'RECOVERY NOTE BY GEOCACHING 2008 (BKT)
 CQ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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-         -25.87  (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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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  HISTORY     - 20061014 MARK NOT FOUND   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.
 CQ2211
 CQ2211                          STATION RECOVERY (2006)
 CQ2211
 CQ2211'RECOVERY NOTE BY US POWER SQUADRON 2006 (DPM)
 CQ2211' 
 CQ2211' 
 CQ2211' 
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ0902 ***********************************************************************
 BJ0902  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 30 12.54157(N)    090 42 17.81314(W)     ADJUSTED  
 BJ0902* NAVD 88     -        10.73   (meters)      35.2    (feet)  GPS OBS(2006.81)
 BJ0902  **This station is located in a suspected subsidence area (see below).
 BJ0902  ___________________________________________________________________
 BJ0902  EPOCH DATE  -        2002.00
 BJ0902  X           -     -67,669.969 (meters)                     COMP
 BJ0902  Y           -  -5,499,707.043 (meters)                     COMP
 BJ0902  Z           -   3,218,579.064 (meters)                     COMP
 BJ0902  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ0902  ELLIP HEIGHT-         -16.250 (meters)          (03/12/08) ADJUSTED
 BJ0902  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BJ0902  HORZ ORDER  -  A
 BJ0902  ELLP ORDER  -  THIRD     CLASS I
 BJ0902
 BJ0902.The horizontal coordinates were established by GPS observations
 BJ0902.and adjusted by the National Geodetic Survey in March 2008.
 BJ0902
 BJ0902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0902.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0902.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0902.The epoch date for horizontal control is a decimal equivalence
 BJ0902.of Year/Month/Day.
 BJ0902
 BJ0902.The orthometric height was determined by GPS observations and a
 BJ0902.high-resolution geoid model.
 BJ0902 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0902 ** and geoid heights are valid at the date of observation. These heights
 BJ0902 ** must always be validated when used as control.
 BJ0902 ** The orthometric height was determined by GPS observations using
 BJ0902 ** precise GPS observation and processing techniques and a new
 BJ0902 ** realization of GEOID03. It supersedes any height that may have been
 BJ0902 ** previously determined for this station.
 BJ0902 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0902 ** epoch indicated which incorporates improved geoid heights for the
 BJ0902 ** Southern Louisiana Subsidence area.
 BJ0902 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0902
 BJ0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0902
 BJ0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0902
 BJ0902.The ellipsoidal height was determined by GPS observations
 BJ0902.and is referenced to NAD 83.
 BJ0902
 BJ0902.The geoid height was determined by GEOID03.
 BJ0902
 BJ0902;                    North         East     Units Scale Factor Converg.
 BJ0902;SPC LA S     -   222,242.921 1,060,319.691   MT  0.99996410   +0 18 51.1
 BJ0902;SPC LA S     -   729,141.98  3,478,732.19   sFT  0.99996410   +0 18 51.1
 BJ0902;UTM  15      - 3,376,817.461   720,255.304   MT  1.00019851   +1 09 55.5
 BJ0902
 BJ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0902!SPC LA S     -   1.00000255  x   0.99996410  =   0.99996665
 BJ0902!UTM  15      -   1.00000255  x   1.00019851  =   1.00020106
 BJ0902
 BJ0902                          SUPERSEDED SURVEY CONTROL
 BJ0902
 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: 15RYP2025576817(NAD 83)
 BJ0902_MARKER: DV = VERTICAL CONTROL DISK
 BJ0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BJ0902_SP_SET: BRIDGE
 BJ0902_STAMPING: F 290 1976
 BJ0902_MARK LOGO: NGS   
 BJ0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060424 GOOD             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 (RLT)
 BJ0902'RECOVERED AS DESCRIBED.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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-         -25.51  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ3738 ***********************************************************************
 BJ3738  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ3738  DESIGNATION -  F 381
 BJ3738  PID         -  BJ3738
 BJ3738  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ3738  USGS QUAD   -  LAPLACE (1992)
 BJ3738
 BJ3738                         *CURRENT SURVEY CONTROL
 BJ3738  ___________________________________________________________________
 BJ3738* NAD 83(2007)-  30 05 46.49537(N)    090 26 15.45738(W)     ADJUSTED  
 BJ3738* NAVD 88     -         1.75   (meters)       5.7    (feet)  GPS OBS(2006.81)
 BJ3738  **This station is located in a suspected subsidence area (see below).
 BJ3738  ___________________________________________________________________
 BJ3738  EPOCH DATE  -        2002.00
 BJ3738  X           -     -42,183.627 (meters)                     COMP
 BJ3738  Y           -  -5,522,731.747 (meters)                     COMP
 BJ3738  Z           -   3,179,596.953 (meters)                     COMP
 BJ3738  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 BJ3738  ELLIP HEIGHT-         -24.609 (meters)          (03/12/08) ADJUSTED
 BJ3738  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BJ3738  HORZ ORDER  -  A
 BJ3738  ELLP ORDER  -  THIRD     CLASS I
 BJ3738
 BJ3738.The horizontal coordinates were established by GPS observations
 BJ3738.and adjusted by the National Geodetic Survey in March 2008.
 BJ3738
 BJ3738.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3738.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3738.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3738.The epoch date for horizontal control is a decimal equivalence
 BJ3738.of Year/Month/Day.
 BJ3738
 BJ3738.The orthometric height was determined by GPS observations and a
 BJ3738.high-resolution geoid model.
 BJ3738 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3738 ** and geoid heights are valid at the date of observation. These heights
 BJ3738 ** must always be validated when used as control.
 BJ3738 ** The orthometric height was determined by GPS observations using
 BJ3738 ** precise GPS observation and processing techniques and a new
 BJ3738 ** realization of GEOID03. It supersedes any height that may have been
 BJ3738 ** previously determined for this station.
 BJ3738 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3738 ** epoch indicated which incorporates improved geoid heights for the
 BJ3738 ** Southern Louisiana Subsidence area.
 BJ3738 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3738
 BJ3738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ3738
 BJ3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ3738
 BJ3738.The ellipsoidal height was determined by GPS observations
 BJ3738.and is referenced to NAD 83.
 BJ3738
 BJ3738.The geoid height was determined by GEOID03.
 BJ3738
 BJ3738;                    North         East     Units Scale Factor Converg.
 BJ3738;SPC LA S     -   177,272.529 1,086,332.677   MT  0.99992712   +0 26 52.3
 BJ3738;SPC LA S     -   581,601.62  3,564,076.46   sFT  0.99992712   +0 26 52.3
 BJ3738;UTM  15      - 3,332,220.635   746,937.327   MT  1.00035238   +1 17 08.0
 BJ3738
 BJ3738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3738!SPC LA S     -   1.00000386  x   0.99992712  =   0.99993098
 BJ3738!UTM  15      -   1.00000386  x   1.00035238  =   1.00035625
 BJ3738
 BJ3738                          SUPERSEDED SURVEY CONTROL
 BJ3738
 BJ3738.No superseded survey control is available for this station.
 BJ3738
 BJ3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4693732221(NAD 83)
 BJ3738_MARKER: F = FLANGE-ENCASED ROD
 BJ3738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BJ3738_SP_SET: STAINLESS STEEL ROD
 BJ3738_STAMPING: F 381 1986
 BJ3738_MARK LOGO: NGS   
 BJ3738_PROJECTION: RECESSED 3 CENTIMETERS
 BJ3738_MAGNETIC: I = MARKER IS A STEEL ROD
 BJ3738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BJ3738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3738+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 BJ3738_ROD/PIPE-DEPTH: 18.3 meters
 BJ3738
 BJ3738  HISTORY     - Date     Condition        Report By
 BJ3738  HISTORY     - 1986     MONUMENTED       NGS
 BJ3738  HISTORY     - 19920618 GOOD             NGS
 BJ3738  HISTORY     - 20060424 GOOD             NGS
 BJ3738
 BJ3738                          STATION DESCRIPTION
 BJ3738
 BJ3738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BJ3738'11.3 KM (7.0 MI) SW FROM RUDDOCK.
 BJ3738'THE MARK IS 0.18 M ABOVE HIGHWAY.
 BJ3738'11.3 KM (7.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF
 BJ3738'INTERSTATE 55 (EXIT 7) IN RUDDOCK TO THE MARK ON THE LEFT, IN THE
 BJ3738'HIGHWAY MEDIAN AT THE INTERSECTION OF A ROAD LEADING TO FRENIER BEACH
 BJ3738'AND INTERSTATE 55 NORTH, 10.30 METERS (33.8 FT) NORTHEAST OF THE
 BJ3738'CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHWEST OF THE
 BJ3738'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 9.39 METERS (30.8
 BJ3738'FT) NORTH-NORTHWEST OF THE END OF THE MEDIAN, 4.05 METERS (13.3 FT)
 BJ3738'NORTH-NORTHWEST OF THE CENTER OF TWO HIGHWAY SIGNS (I-55 NORTH-US
 BJ3738'HIGHWAY 51 NORTH). NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 BJ3738'LOGO CAP.
 BJ3738'THE MARK IS 0.30 METERS  SSE FROM  A WITNESS POST
 BJ3738
 BJ3738                          STATION RECOVERY (1992)
 BJ3738
 BJ3738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BJ3738'21.0 KM (13.05 MI) NORTHWESTERLY ALONG THE ILLINOIS CENTRAL RAILROAD
 BJ3738'FROM THE JUNCTION OF U.S. HIGHWAY 61 IN KENNER, THENCE 1.4 KM
 BJ3738'(0.85 MI) SOUTHWESTERLY ALONG A PAVED ROAD, 20.3 M (66.6 FT)
 BJ3738'NORTH-NORTHWEST OF THE ROAD CENTER, 10.3 M (33.8 FT) NORTHEAST OF THE
 BJ3738'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 51, 9.4 M
 BJ3738'(30.8 FT) NORTH-NORTHWEST OF THE SOUTH END OF A MEDIAN, 7.9 M
 BJ3738'(25.9 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 BJ3738'HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.2 M (0.7 FT)
 BJ3738'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS
 BJ3738'THROUGH A 5-INCH LOGO CAP.
 BJ3738
 BJ3738                          STATION RECOVERY (2006)
 BJ3738
 BJ3738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ3738'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--FROM THE
 BJ3738'CAUSEWAY BOULEVARD AND I-10 WESTBOUND LANES IN METAIRIE, GO 18.75 MI
 BJ3738'(30.2 KM) ALONG I-10 WEST TO EXIT 209 FOR LAPLACE-HAMMOND AND US 51,
 BJ3738'THENCE 0.2 MILE RIGHT (WEST) ALONG EXIT RAMP TO Y JUNCTION FOR U.S.
 BJ3738'HIGHWAY 51, THENCE 0.5 MILE RIGHT (NORTHEAST) ALONG U.S. 51 PASSING A
 BJ3738'TRUCK STOP ON RIGHT TO A CROSSOVER FOR U.S. HIGHWAY 51 AND I-55 NORTH,
 BJ3738'ON NORTH SIDE OF THE CROSSOVER IN THE GRASSY AREA OF A DIVIDED
 BJ3738'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 40 42.26354(N)    092 21 47.71179(W)     ADJUSTED  
 AV0566* NAVD 88     -         1.10   (meters)       3.6    (feet)  GPS OBS(2006.81)
 AV0566  **This station is located in a suspected subsidence area (see below).
 AV0566  ___________________________________________________________________
 AV0566  EPOCH DATE  -        2002.00
 AV0566  X           -    -228,687.385 (meters)                     COMP
 AV0566  Y           -  -5,541,255.681 (meters)                     COMP
 AV0566  Z           -   3,139,439.045 (meters)                     COMP
 AV0566  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0566  ELLIP HEIGHT-         -24.801 (meters)          (02/10/07) ADJUSTED
 AV0566  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AV0566
 AV0566  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AV0566  Type    PID    Designation                      North   East  Ellip
 AV0566  -------------------------------------------------------------------
 AV0566  NETWORK AV0566 F 382                             1.57   1.27   3.63
 AV0566  -------------------------------------------------------------------
 AV0566
 AV0566.The horizontal coordinates were established by GPS observations
 AV0566.and adjusted by the National Geodetic Survey in February 2007.
 AV0566
 AV0566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AV0566.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AV0566.high-resolution geoid model.
 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 any height that may have been
 AV0566 ** previously 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
 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     -   131,068.306   900,315.191   MT  0.99994148   -0 30 53.9
 AV0566;SPC LA S     -   430,013.27  2,953,784.09   sFT  0.99994148   -0 30 53.9
 AV0566;UTM  15      - 3,283,320.573   561,610.444   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  =   0.99994537
 AV0566!UTM  15      -   1.00000390  x   0.99964683  =   0.99965072
 AV0566
 AV0566                          SUPERSEDED SURVEY CONTROL
 AV0566
 AV0566  NAD 83(1992)-  29 40 42.26345(N)    092 21 47.71143(W) AD(2004.65) B
 AV0566  ELLIP H (06/22/05)  -24.807  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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 - May 02, 2007
 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  HISTORY     - 20060501 GOOD             NGS
 AV0566  HISTORY     - 20070502 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.
 AV0566
 AV0566                          STATION RECOVERY (2006)
 AV0566
 AV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AV0566'RECOVERED AS DESCRIBED.
 AV0566
 AV0566                          STATION RECOVERY (2007)
 AV0566
 AV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AV0566'THE MARK WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTES.
 AV0566' 
 AV0566'A CARSONITE WITNESS POST WAS INSTALLED AND THE MARK IS 10 FEET NORTH
 AV0566'OF THE WITNESS POST, THE MARK HAS A SPHERICAL DATUM POINT INSTALLED
 AV0566'WITH WHAT LOOKS TO BE CUTS ON TWO SIDES (POSSIBLY THE ORIGINAL
 AV0566'CRIMPING OF THE DATUM POINT TO THE ROD), TOP OF DATUM POINT PROTRUDES
 AV0566'SLIGHTLY ABOVE THE ACCESS CAP.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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)     NO CHECK  
 AV0981* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AV0981  **This station is located in a suspected subsidence area (see below).
 AV0981  ___________________________________________________________________
 AV0981  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AV0981  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0981 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0981 ** and geoid heights are valid at the date of observation. These heights
 AV0981 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 BJ3758 ***********************************************************************
 BJ3758  HT_MOD      -  This is a 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(2007)-  30 21 10.30578(N)    091 10 22.89793(W)     ADJUSTED  
 BJ3758* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3758  **This station is located in a suspected subsidence area (see below).
 BJ3758  ___________________________________________________________________
 BJ3758  EPOCH DATE  -        2002.00
 BJ3758  X           -    -112,770.242 (meters)                     COMP
 BJ3758  Y           -  -5,507,422.284 (meters)                     COMP
 BJ3758  Z           -   3,204,179.220 (meters)                     COMP
 BJ3758  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ3758  ELLIP HEIGHT-         -20.126 (meters)          (02/10/07) ADJUSTED
 BJ3758  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BJ3758
 BJ3758  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3758  Type    PID    Designation                      North   East  Ellip
 BJ3758  -------------------------------------------------------------------
 BJ3758  NETWORK BJ3758 F 384                             0.41   0.41   0.92
 BJ3758  -------------------------------------------------------------------
 BJ3758
 BJ3758.The horizontal coordinates were established by GPS observations
 BJ3758.and adjusted by the National Geodetic Survey in February 2007.
 BJ3758
 BJ3758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3758.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3758.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3758.The epoch date for horizontal control is a decimal equivalence
 BJ3758.of Year/Month/Day.
 BJ3758
 BJ3758.The orthometric height was determined by GPS observations and a
 BJ3758.high-resolution geoid model.
 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 has not been validated since last determined
 BJ3758 ** by differential leveling and should not be used for control purposes.
 BJ3758 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 BJ3758.Photographs are available 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     -   205,391.278 1,015,411.469   MT  0.99994455   +0 04 48.6
 BJ3758;SPC LA S     -   673,854.55  3,331,395.79   sFT  0.99994455   +0 04 48.6
 BJ3758;UTM  15      - 3,359,301.446   675,595.244   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  NAD 83(1992)-  30 21 10.30586(N)    091 10 22.89770(W) AD(       ) B
 BJ3758  ELLIP H (12/29/04)  -20.131  (m)                       GP(       ) 4 1
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9355 ***********************************************************************
 DJ9355  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9355  DESIGNATION -  F 393
 DJ9355  PID         -  DJ9355
 DJ9355  STATE/COUNTY-  LA/ST TAMMANY
 DJ9355  USGS QUAD   -  FOLSOM (1983)
 DJ9355
 DJ9355                         *CURRENT SURVEY CONTROL
 DJ9355  ___________________________________________________________________
 DJ9355* NAD 83(2007)-  30 37 32.90382(N)    090 11 10.12258(W)     ADJUSTED  
 DJ9355* NAVD 88     -        46.29   (meters)     151.9    (feet)  GPS OBS(2006.81)
 DJ9355  **This station is located in a suspected subsidence area (see below).
 DJ9355  ___________________________________________________________________
 DJ9355  EPOCH DATE  -        2002.00
 DJ9355  X           -     -17,846.717 (meters)                     COMP
 DJ9355  Y           -  -5,493,228.917 (meters)                     COMP
 DJ9355  Z           -   3,230,273.790 (meters)                     COMP
 DJ9355  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DJ9355  ELLIP HEIGHT-          19.113 (meters)          (03/12/08) ADJUSTED
 DJ9355  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DJ9355  HORZ ORDER  -  A
 DJ9355  ELLP ORDER  -  THIRD     CLASS I
 DJ9355
 DJ9355.The horizontal coordinates were established by GPS observations
 DJ9355.and adjusted by the National Geodetic Survey in March 2008.
 DJ9355
 DJ9355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9355.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9355.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9355.The epoch date for horizontal control is a decimal equivalence
 DJ9355.of Year/Month/Day.
 DJ9355
 DJ9355.The orthometric height was determined by GPS observations and a
 DJ9355.high-resolution geoid model.
 DJ9355 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9355 ** and geoid heights are valid at the date of observation. These heights
 DJ9355 ** must always be validated when used as control.
 DJ9355 ** The orthometric height was determined by GPS observations using
 DJ9355 ** precise GPS observation and processing techniques and a new
 DJ9355 ** realization of GEOID03. It supersedes any height that may have been
 DJ9355 ** previously determined for this station.
 DJ9355 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9355 ** epoch indicated which incorporates improved geoid heights for the
 DJ9355 ** Southern Louisiana Subsidence area.
 DJ9355 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9355
 DJ9355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9355
 DJ9355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9355
 DJ9355.The ellipsoidal height was determined by GPS observations
 DJ9355.and is referenced to NAD 83.
 DJ9355
 DJ9355.The geoid height was determined by GEOID03.
 DJ9355
 DJ9355;                    North         East     Units Scale Factor Converg.
 DJ9355;SPC LA S     -   236,188.682 1,109,983.358   MT  0.99998506   +0 34 25.0
 DJ9355;SPC LA S     -   774,895.70  3,641,670.40   sFT  0.99998506   +0 34 25.0
 DJ9355;UTM  15      - 3,391,508.858   769,723.373   MT  1.00049756   +1 26 03.6
 DJ9355
 DJ9355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9355!SPC LA S     -   0.99999700  x   0.99998506  =   0.99998206
 DJ9355!UTM  15      -   0.99999700  x   1.00049756  =   1.00049456
 DJ9355
 DJ9355                          SUPERSEDED SURVEY CONTROL
 DJ9355
 DJ9355.No superseded survey control is available for this station.
 DJ9355
 DJ9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP6972391509(NAD 83)
 DJ9355_MARKER: F = FLANGE-ENCASED ROD
 DJ9355_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9355_STAMPING: F 393 2006
 DJ9355_MARK LOGO: NGS   
 DJ9355_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9355_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9355+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2006
 DJ9355_ROD/PIPE-DEPTH: 74.4 meters
 DJ9355_SLEEVE-DEPTH  :  0.9 meters
 DJ9355
 DJ9355  HISTORY     - Date     Condition        Report By
 DJ9355  HISTORY     - 20060814 MONUMENTED       NGS
 DJ9355
 DJ9355                          STATION DESCRIPTION
 DJ9355
 DJ9355'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9355'TO REACH FROM I-12 EXIT 63, U.S. HIGHWAY 190 IN COVINGTON, GO 5.5 MI
 DJ9355'(8.8 KM) NORTH ALONG U.S. HIGHWAY 190 TO THE JUNCTION OF STATE HIGHWAY
 DJ9355'25. CONTINUE NORTH ALONG LA-25 FOR 10.2 MI (16.4 KM) TO MARK ON THE
 DJ9355'RIGHT AT FOLSOM ELEMENTARY SCHOOL.  ALSO CAN BE REACHED BY GOING 0.2
 DJ9355'MILE SOUTH ALONG LA-25 FROM THE SOUTH OR WESTBOUND JUNCTION OF LA-40,
 DJ9355'GARFIELD STREET, IN FOLSOM.
 DJ9355' 
 DJ9355'MARK IS 58.2 FT (17.73 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 25,
 DJ9355'8.4 FT (2.5 M) EAST OF EAST EDGE OF SIDEWALK, 1.0 FT (0.3 M) WEST OF A
 DJ9355'CHAINLINK FENCE FOR THE SCHOOL, 81.1 FT (24.42 M) SOUTHEAST OF THE
 DJ9355'CENTERLINE OF EXIT DRIVE, 50.4 FT (15.4 M) SOUTHEAST OF A WOODEN POLE
 DJ9355'SUPPORTING A WIRE, AND 1.4 FT (0.43 M) WEST OF A CARSONITE WITNESS
 DJ9355'POST.
 DJ9355' 
 DJ9355'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9355'SLEEVE DEPTH DOES NOT MEET SPECIFICATION FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ3445+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2008
 BJ3445
 BJ3445  HISTORY     - Date     Condition        Report By
 BJ3445  HISTORY     - 1980     MONUMENTED       LAGS
 BJ3445  HISTORY     - 1984     GOOD             LADTD
 BJ3445  HISTORY     - 1984     GOOD             LADTD
 BJ3445  HISTORY     - 20080318 GOOD             GEOCAC
 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.
 BJ3445
 BJ3445                          STATION RECOVERY (2008)
 BJ3445
 BJ3445'RECOVERY NOTE BY GEOCACHING 2008 (ARH)
 BJ3445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 BJ1462 ***********************************************************************
 BJ1462  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 BJ1462  DESIGNATION -  F 95
 BJ1462  PID         -  BJ1462
 BJ1462  STATE/COUNTY-  LA/ST JOHN THE BAPTIST
 BJ1462  USGS QUAD   -  LAPLACE (1992)
 BJ1462
 BJ1462                         *CURRENT SURVEY CONTROL
 BJ1462  ___________________________________________________________________
 BJ1462* NAD 83(2007)-  30 03 47.77180(N)    090 29 03.11209(W)     ADJUSTED  
 BJ1462* NAVD 88     -         3.61   (meters)      11.8    (feet)  GPS OBS(2006.81)
 BJ1462  **This station is located in a suspected subsidence area (see below).
 BJ1462  ___________________________________________________________________
 BJ1462  EPOCH DATE  -        2002.00
 BJ1462  X           -     -46,688.059 (meters)                     COMP
 BJ1462  Y           -  -5,524,529.538 (meters)                     COMP
 BJ1462  Z           -   3,176,434.439 (meters)                     COMP
 BJ1462  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 BJ1462  ELLIP HEIGHT-         -22.692 (meters)          (03/12/08) ADJUSTED
 BJ1462  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BJ1462  HORZ ORDER  -  A
 BJ1462  ELLP ORDER  -  THIRD     CLASS I
 BJ1462
 BJ1462.The horizontal coordinates were established by GPS observations
 BJ1462.and adjusted by the National Geodetic Survey in March 2008.
 BJ1462
 BJ1462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1462.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1462.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1462.The epoch date for horizontal control is a decimal equivalence
 BJ1462.of Year/Month/Day.
 BJ1462
 BJ1462.The orthometric height was determined by GPS observations and a
 BJ1462.high-resolution geoid model.
 BJ1462 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1462 ** and geoid heights are valid at the date of observation. These heights
 BJ1462 ** must always be validated when used as control.
 BJ1462 ** The orthometric height was determined by GPS observations using
 BJ1462 ** precise GPS observation and processing techniques and a new
 BJ1462 ** realization of GEOID03. It supersedes any height that may have been
 BJ1462 ** previously determined for this station.
 BJ1462 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1462 ** epoch indicated which incorporates improved geoid heights for the
 BJ1462 ** Southern Louisiana Subsidence area.
 BJ1462 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1462
 BJ1462.Photographs are available for this station.
 BJ1462
 BJ1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ1462
 BJ1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ1462
 BJ1462.The ellipsoidal height was determined by GPS observations
 BJ1462.and is referenced to NAD 83.
 BJ1462
 BJ1462.The geoid height was determined by GEOID03.
 BJ1462
 BJ1462;                    North         East     Units Scale Factor Converg.
 BJ1462;SPC LA S     -   173,582.901 1,081,871.126   MT  0.99992634   +0 25 28.5
 BJ1462;SPC LA S     -   569,496.57  3,549,438.85   sFT  0.99992634   +0 25 28.5
 BJ1462;UTM  15      - 3,328,464.678   742,528.334   MT  1.00032575   +1 15 39.3
 BJ1462
 BJ1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ1462!SPC LA S     -   1.00000356  x   0.99992634  =   0.99992990
 BJ1462!UTM  15      -   1.00000356  x   1.00032575  =   1.00032931
 BJ1462
 BJ1462                          SUPERSEDED SURVEY CONTROL
 BJ1462
 BJ1462  NGVD 29 (??/??/??)    3.882  (m)           12.74   (f) ADJUSTED    1 2
 BJ1462
 BJ1462.Superseded values are not recommended for survey control.
 BJ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BJ1462.See file dsdata.txt to determine how the superseded data were derived.
 BJ1462
 BJ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP4252828465(NAD 83)
 BJ1462_MARKER: DB = BENCH MARK DISK
 BJ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BJ1462_SP_SET: CONCRETE POST
 BJ1462_STAMPING: 17 F 95 1938
 BJ1462_MARK LOGO: CGS   
 BJ1462_PROJECTION: RECESSED 13 CENTIMETERS
 BJ1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BJ1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BJ1462+STABILITY: SURFACE MOTION
 BJ1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BJ1462+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 BJ1462
 BJ1462  HISTORY     - Date     Condition        Report By
 BJ1462  HISTORY     - 1938     MONUMENTED       CGS
 BJ1462  HISTORY     - 1968     GOOD             CGS
 BJ1462  HISTORY     - 1986     GOOD             NGS
 BJ1462  HISTORY     - 19930220 GOOD             LADTD
 BJ1462  HISTORY     - 20010307 GOOD             JCLS
 BJ1462  HISTORY     - 20050309 GOOD             JCLS
 BJ1462  HISTORY     - 20060427 GOOD             NGS
 BJ1462
 BJ1462                          STATION DESCRIPTION
 BJ1462
 BJ1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BJ1462'IN LAPLACE.
 BJ1462'LOCATED AT LAPLACE, AT THE INTERSECTION OF STATE HIGHWAY 44 AND THE
 BJ1462'ILLINOIS CENTRAL RAILROAD, 52 FEET EAST OF THE CENTER OF THE ROAD
 BJ1462'CROSSING, 70 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 43 FEET
 BJ1462'NORTH OF THE NORTH RAIL OF THE TRACKS, 93 FEET WEST OF THE NORTHWEST
 BJ1462'CORNER OF THE LAPLACE LUMBER CO. PROPERTY, 60 FEET SOUTH OF THE
 BJ1462'SOUTHWEST CORNER OF THE CONCO SERVICE STATION, 30 FEET EAST OF A POLE
 BJ1462'AND 23 FEET NORTHWEST OF A TELEGRAPH POLE.  IT IS 2 FEET NORTHEAST OF
 BJ1462'A METAL WITNESS POST AND IS A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 BJ1462
 BJ1462                          STATION RECOVERY (1986)
 BJ1462
 BJ1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BJ1462'RECOVERED IN GOOD CONDITION.
 BJ1462
 BJ1462                          STATION RECOVERY (1993)
 BJ1462
 BJ1462'RECOVERY NOTE BY LA TRANSP AND DEV 1993 (SLC)
 BJ1462'THE STATION IS LOCATED IN LAPLACE, IN THE NORTHEAST QUARDRANT OF THE
 BJ1462'JUNCTION OF STATE HIGHWAYS 44 AND 628.  OWNERSHIP--UNKNOWN. THE
 BJ1462'STATION IS 127.5 FT (38.9 M) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 BJ1462'OF A CONOCO SERVICE STATION, 70.0 FT (21.3 M) NORTHEAST FROM THE
 BJ1462'CENTER OF HIGHWAY 628, 52.0 FT (15.8 M) EAST FROM THE CENTER OF
 BJ1462'HIGHWAY 44, 43.0 FT (13.1 M) NORTH FROM THE NORTH RAIL OF THE ILLINOIS
 BJ1462'CENTER RAILROAD, 30.0 FT (9.1 M) EAST FROM A UTILITY POLE, 1.0 FT (0.3
 BJ1462'M) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST, RECESSED 1.0 FT (0.3
 BJ1462'M) BELOW THE GROUND SURFACE AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 BJ1462'OF THE HIGHWAY. DESCRIBED BY J L MAGEE.
 BJ1462
 BJ1462                          STATION RECOVERY (2001)
 BJ1462
 BJ1462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 BJ1462'RECOVERED IN GOOD CONDITION.
 BJ1462
 BJ1462                          STATION RECOVERY (2005)
 BJ1462
 BJ1462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 BJ1462'RECOVERED IN GOOD CONDITION.
 BJ1462
 BJ1462                          STATION RECOVERY (2006)
 BJ1462
 BJ1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1462'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS--FROM CAUSEWAY
 BJ1462'BOULEVARD AND I-10 WESTBOUND LANES IN METAIRIE, GO 18.75 MI (30.2 KM)
 BJ1462'WEST ALONG I-10 TO EXI 209, THENCE RIGHT (WEST) 0.2 MILE DOWN EXIT
 BJ1462'RAMP TO U.S. HIGHWAY 51 AT STOP LIGHT, THENCE LEFT (SOUTHWEST) 3.1 MI
 BJ1462'(5.0 KM) ALONG U.S. 51 TO U.S. HIGHWAY 61, (STAY IN THE OUTSIDE LANE
 BJ1462'OF TWO LEFT TURN LANES), THENCE LEFT (SOUTHEAST) 0.05 MILE ON U.S.
 BJ1462'HIGHWAY 61 TO STATE HIGHWAY 44, THENCE RIGHT (SOUTHWEST) 0.3 MILE
 BJ1462'ALONG STATE HIGHWAY 44 TO STATE HIGHWAY 628, A RAILROAD CROSSING AND
 BJ1462'MARK ON THE LEFT.  A 5- INCH (13 CM) PVC PIPE AND LOGO CAP STAMPED F
 BJ1462'95 1938 WERE PLACED OVER THE ORIGINAL MARK MAKING IT EASIER TO ACCESS
 BJ1462'AND PROTECT THE MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 26 37.09928(N)    090 15 44.61986(W)     ADJUSTED  
 AU3375* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3375  **This station is located in a suspected subsidence area (see below).
 AU3375  ___________________________________________________________________
 AU3375  EPOCH DATE  -        2002.00
 AU3375  X           -     -25,457.296 (meters)                     COMP
 AU3375  Y           -  -5,558,752.043 (meters)                     COMP
 AU3375  Z           -   3,116,803.313 (meters)                     COMP
 AU3375  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU3375  ELLIP HEIGHT-         -25.516 (meters)          (02/10/07) ADJUSTED
 AU3375  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 AU3375
 AU3375  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3375  Type    PID    Designation                      North   East  Ellip
 AU3375  -------------------------------------------------------------------
 AU3375  NETWORK AU3375 FAA L49 A                         0.47   0.55   2.37
 AU3375  -------------------------------------------------------------------
 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 National Geodetic Survey in February 2007.
 AU3375
 AU3375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3375.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3375.The horizontal coordinates are valid at the epoch date displayed above.
 AU3375.The epoch date for horizontal control is a decimal equivalence
 AU3375.of Year/Month/Day.
 AU3375
 AU3375.The orthometric height was determined by GPS observations and a
 AU3375.high-resolution geoid model.
 AU3375 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3375 ** and geoid heights are valid at the date of observation. These heights
 AU3375 ** must always be validated when used as control.
 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 more information.
 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
 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     -   105,084.129 1,103,898.072   MT  0.99997270   +0 32 07.7
 AU3375;SPC LA S     -   344,763.51  3,621,705.59   sFT  0.99997270   +0 32 07.7
 AU3375;UTM  15      - 3,260,258.616   765,548.650   MT  1.00047020   +1 20 47.4
 AU3375
 AU3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3375!SPC LA S     -   1.00000401  x   0.99997270  =   0.99997671
 AU3375!UTM  15      -   1.00000401  x   1.00047020  =   1.00047421
 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 37.09936(N)    090 15 44.61929(W) AD(       ) B
 AU3375  ELLIP H (04/13/05)  -25.469  (m)                       GP(       ) 4 2
 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     3  
 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 - August 09, 2007
 AU3375
 AU3375  HISTORY     - Date     Condition        Report By
 AU3375  HISTORY     - 1991     MONUMENTED       NGS
 AU3375  HISTORY     - 20040615 GOOD             PICCIO
 AU3375  HISTORY     - 20070809 GOOD             MAEC
 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
 AU3375
 AU3375                          STATION RECOVERY (2007)
 AU3375
 AU3375'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AU3375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 27 00.45836(N)    090 15 41.30417(W)     ADJUSTED  
 AU3376* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3376  **This station is located in a suspected subsidence area (see below).
 AU3376  ___________________________________________________________________
 AU3376  EPOCH DATE  -        2002.00
 AU3376  X           -     -25,366.327 (meters)                     COMP
 AU3376  Y           -  -5,558,399.027 (meters)                     COMP
 AU3376  Z           -   3,117,429.702 (meters)                     COMP
 AU3376  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU3376  ELLIP HEIGHT-         -25.343 (meters)          (02/10/07) ADJUSTED
 AU3376  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 AU3376
 AU3376  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3376  Type    PID    Designation                      North   East  Ellip
 AU3376  -------------------------------------------------------------------
 AU3376  NETWORK AU3376 FAA L49 B                         0.53   0.59   2.53
 AU3376  -------------------------------------------------------------------
 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 National Geodetic Survey in February 2007.
 AU3376
 AU3376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3376.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3376.The horizontal coordinates are valid at the epoch date displayed above.
 AU3376.The epoch date for horizontal control is a decimal equivalence
 AU3376.of Year/Month/Day.
 AU3376
 AU3376.The orthometric height was determined by GPS observations and a
 AU3376.high-resolution geoid model.
 AU3376 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3376 ** and geoid heights are valid at the date of observation. These heights
 AU3376 ** must always be validated when used as control.
 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 more information.
 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
 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     -   105,804.134 1,103,980.696   MT  0.99997162   +0 32 09.4
 AU3376;SPC LA S     -   347,125.73  3,621,976.67   sFT  0.99997162   +0 32 09.4
 AU3376;UTM  15      - 3,260,980.077   765,621.109   MT  1.00047067   +1 20 50.0
 AU3376
 AU3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3376!SPC LA S     -   1.00000398  x   0.99997162  =   0.99997560
 AU3376!UTM  15      -   1.00000398  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 00.45844(N)    090 15 41.30360(W) AD(       ) 1
 AU3376  ELLIP H (04/13/05)  -25.299  (m)                       GP(       ) 4 2
 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     3  
 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 - August 09, 2007
 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  HISTORY     - 20070809 GOOD             MAEC
 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
 AU3376
 AU3376                          STATION RECOVERY (2007)
 AU3376
 AU3376'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AU3376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 26 22.40807(N)    090 15 38.57905(W)     ADJUSTED  
 DG9879* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DG9879  **This station is located in a suspected subsidence area (see below).
 DG9879  ___________________________________________________________________
 DG9879  EPOCH DATE  -        2002.00
 DG9879  X           -     -25,295.508 (meters)                     COMP
 DG9879  Y           -  -5,558,974.639 (meters)                     COMP
 DG9879  Z           -   3,116,409.119 (meters)                     COMP
 DG9879  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DG9879  ELLIP HEIGHT-         -26.073 (meters)          (02/10/07) ADJUSTED
 DG9879  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DG9879
 DG9879  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DG9879  Type    PID    Designation                      North   East  Ellip
 DG9879  -------------------------------------------------------------------
 DG9879  NETWORK DG9879 FAA L49 C                         0.53   0.59   2.53
 DG9879  -------------------------------------------------------------------
 DG9879
 DG9879.The horizontal coordinates were established by GPS observations
 DG9879.and adjusted by the National Geodetic Survey in February 2007.
 DG9879
 DG9879.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DG9879.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DG9879.The horizontal coordinates are valid at the epoch date displayed above.
 DG9879.The epoch date for horizontal control is a decimal equivalence
 DG9879.of Year/Month/Day.
 DG9879
 DG9879.The orthometric height was determined by GPS observations and a
 DG9879.high-resolution geoid model.
 DG9879 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DG9879 ** and geoid heights are valid at the date of observation. These heights
 DG9879 ** must always be validated when used as control.
 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 more information.
 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
 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     -   104,633.345 1,104,065.094   MT  0.99997339   +0 32 10.8
 DG9879;SPC LA S     -   343,284.57  3,622,253.56   sFT  0.99997339   +0 32 10.8
 DG9879;UTM  15      - 3,259,810.017   765,722.122   MT  1.00047133   +1 20 49.8
 DG9879
 DG9879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9879!SPC LA S     -   1.00000410  x   0.99997339  =   0.99997748
 DG9879!UTM  15      -   1.00000410  x   1.00047133  =   1.00047543
 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  NAD 83(1992)-  29 26 22.40815(N)    090 15 38.57848(W) AD(       ) 1
 DG9879  ELLIP H (04/13/05)  -26.027  (m)                       GP(       ) 4 2
 DG9879
 DG9879.Superseded values are not recommended for survey control.
 DG9879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9879.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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(2007)-  31 10 03.23805(N)    093 20 31.92382(W)     ADJUSTED  
 BX3184* NAVD 88     -        83.450  (meters)     273.79   (feet)  ADJUSTED  
 BX3184  ___________________________________________________________________
 BX3184  EPOCH DATE  -        2002.00
 BX3184  X           -    -318,457.095 (meters)                     COMP
 BX3184  Y           -  -5,453,157.118 (meters)                     COMP
 BX3184  Z           -   3,281,833.491 (meters)                     COMP
 BX3184  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 BX3184  ELLIP HEIGHT-          56.724 (meters)          (03/12/08) ADJUSTED
 BX3184  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BX3184  DYNAMIC HT  -          83.346 (meters)     273.44  (feet)  COMP
 BX3184
 BX3184  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BX3184  Type    PID    Designation                      North   East  Ellip
 BX3184  -------------------------------------------------------------------
 BX3184  NETWORK BX3184 FAA LA24 A                        0.45   0.43   1.63
 BX3184  -------------------------------------------------------------------
 BX3184  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 BX3184
 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 February 2007.
 BX3184
 BX3184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BX3184.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BX3184.The horizontal coordinates are valid at the epoch date displayed above.
 BX3184.The epoch date for horizontal control is a decimal equivalence
 BX3184.of Year/Month/Day.
 BX3184
 BX3184.The orthometric height was determined by differential leveling
 BX3184.and adjusted 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     -    74,330.024   919,708.024   MT  0.99999980   -0 26 43.0
 BX3184;SPC LA N     -   243,864.42  3,017,408.74   sFT  0.99999980   -0 26 43.0
 BX3184;UTM  15      - 3,448,223.112   467,388.586   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 15.4
 BX3184:UTM  15      -  FAA LA24 B                               180 14 10.0
 BX3184
 BX3184|---------------------------------------------------------------------|
 BX3184| PID    Reference Object                     Distance      Geod. Az  |
 BX3184|                                                           dddmmss.s |
 BX3184| BX3185 FAA LA24 B                          APPROX. 0.5 KM 1800332.4 |
 BX3184|---------------------------------------------------------------------|
 BX3184
 BX3184                          SUPERSEDED SURVEY CONTROL
 BX3184
 BX3184  ELLIP H (02/10/07)   56.717  (m)                       GP(       )    
 BX3184  ELLIP H (05/01/00)   56.717  (m)                       GP(       ) 3 1
 BX3184  ELLIP H (05/09/94)   56.800  (m)                       GP(       ) 4 2
 BX3184  NAD 83(1992)-  31 10 03.23751(N)    093 20 31.92344(W) AD(       ) B
 BX3184  ELLIP H (09/10/92)   56.800  (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     3  
 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 - June 23, 2007
 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  HISTORY     - 20060604 GOOD             NGS
 BX3184  HISTORY     - 20061023 GOOD             INDIV
 BX3184  HISTORY     - 20070623 GOOD             MAEC
 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.
 BX3184
 BX3184                          STATION RECOVERY (2006)
 BX3184
 BX3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BX3184'RECOVERED AS DESCRIBED.
 BX3184' 
 BX3184'TO SCHEDULE USE OF THIS MARK, CALL AIRPORT MANAGER ROBERT BRUMLEY,
 BX3184'337-238-5968.
 BX3184
 BX3184                          STATION RECOVERY (2006)
 BX3184
 BX3184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCH)
 BX3184'RECOVERED IN GOOD CONDITION.
 BX3184
 BX3184                          STATION RECOVERY (2007)
 BX3184
 BX3184'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BX3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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           -  -5,453,422.899 (meters)                     COMP
 BX3185  Z           -   3,281,387.481 (meters)                     COMP
 BX3185  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 BX3185  ELLIP HEIGHT-          53.747 (meters)          (01/21/93) ADJUSTED
 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 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 15.4
 BX3185:UTM  15      -  FAA LA24 A                               000 14 09.9
 BX3185
 BX3185|---------------------------------------------------------------------|
 BX3185| PID    Reference Object                     Distance      Geod. Az  |
 BX3185|                                                           dddmmss.s |
 BX3185| BX3184 FAA LA24 A                          APPROX. 0.5 KM 0000332.4 |
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3164  **This station is located in a suspected subsidence area (see below).
 AU3164  ___________________________________________________________________
 AU3164  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AU3164  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3164 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3164 ** and geoid heights are valid at the date of observation. These heights
 AU3164 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3140  ___________________________________________________________________
 CP3140  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CP3140  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  30 12 45.74937(N)    093 21 55.48180(W)     ADJUSTED  
 BK3297* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3297  **This station is located in a suspected subsidence area (see below).
 BK3297  ___________________________________________________________________
 BK3297  EPOCH DATE  -        2002.00
 BK3297  X           -    -323,833.825 (meters)                     COMP
 BK3297  Y           -  -5,506,895.038 (meters)                     COMP
 BK3297  Z           -   3,190,760.347 (meters)                     COMP
 BK3297  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BK3297  ELLIP HEIGHT-         -23.827 (meters)          (02/10/07) ADJUSTED
 BK3297  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BK3297
 BK3297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3297  Type    PID    Designation                      North   East  Ellip
 BK3297  -------------------------------------------------------------------
 BK3297  NETWORK BK3297 FAITH                             1.43   1.16   3.18
 BK3297  -------------------------------------------------------------------
 BK3297
 BK3297.The horizontal coordinates were established by GPS observations
 BK3297.and adjusted by the National Geodetic Survey in February 2007.
 BK3297
 BK3297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3297.The horizontal coordinates are valid at the epoch date displayed above.
 BK3297.The epoch date for horizontal control is a decimal equivalence
 BK3297.of Year/Month/Day.
 BK3297
 BK3297.The orthometric height was determined by GPS observations and a
 BK3297.high-resolution geoid model.
 BK3297 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3297 ** and geoid heights are valid at the date of observation. These heights
 BK3297 ** must always be validated when used as control.
 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 more information.
 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
 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     -   191,578.934   804,375.262   MT  0.99993255   -1 00 57.8
 BK3297;SPC LA S     -   628,538.55  2,639,021.17   sFT  0.99993255   -1 00 57.8
 BK3297;UTM  15      - 3,342,411.954   464,832.180   MT  0.99961526   -0 11 02.0
 BK3297
 BK3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3297!SPC LA S     -   1.00000374  x   0.99993255  =   0.99993629
 BK3297!UTM  15      -   1.00000374  x   0.99961526  =   0.99961900
 BK3297
 BK3297                          SUPERSEDED SURVEY CONTROL
 BK3297
 BK3297  ELLIP H (02/20/02)  -23.772  (m)                       GP(       ) 4 1
 BK3297  NAD 83(1992)-  30 12 45.74643(N)    093 21 55.47853(W) AD(       ) 1
 BK3297  ELLIP H (01/13/95)  -23.687  (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)  -23.724  (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     3  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3298* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3298  **This station is located in a suspected subsidence area (see below).
 BK3298  ___________________________________________________________________
 BK3298  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 BK3298  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3298 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3298 ** and geoid heights are valid at the date of observation. These heights
 BK3298 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3009  **This station is located in a suspected subsidence area (see below).
 AU3009  ___________________________________________________________________
 AU3009  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AU3009  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3009 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3009 ** and geoid heights are valid at the date of observation. These heights
 AU3009 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4470  **This station is located in a suspected subsidence area (see below).
 BJ4470  ___________________________________________________________________
 BJ4470  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BJ4470  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ4470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ4470 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4470 ** and geoid heights are valid at the date of observation. These heights
 BJ4470 ** must always be validated when used as control.
 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 more information.
 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
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1003  **This station is located in a suspected subsidence area (see below).
 AT1003  ___________________________________________________________________
 AT1003  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AT1003  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1003 ** and geoid heights are valid at the date of observation. These heights
 AT1003 ** must always be validated when used as control.
 AT1003 ** The orthometric height has not been validated since last determined
 AT1003 ** by differential leveling and should not be used for control purposes.
 AT1003 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1003 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1003 ** epoch indicated which incorporates improved geoid heights for the
 AT1003 ** Southern Louisiana Subsidence area.
 AT1003 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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(2007)-  32 45 20.67792(N)    093 03 23.42498(W)     ADJUSTED  
 CQ2984* NAVD 88     -       108.563  (meters)     356.18   (feet)  ADJUSTED  
 CQ2984  ___________________________________________________________________
 CQ2984  EPOCH DATE  -        2002.00
 CQ2984  X           -    -286,292.727 (meters)                     COMP
 CQ2984  Y           -  -5,361,611.175 (meters)                     COMP
 CQ2984  Z           -   3,431,253.583 (meters)                     COMP
 CQ2984  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CQ2984  ELLIP HEIGHT-          82.619 (meters)          (02/10/07) ADJUSTED
 CQ2984  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CQ2984  DYNAMIC HT  -         108.443 (meters)     355.78  (feet)  COMP
 CQ2984
 CQ2984  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ2984  Type    PID    Designation                      North   East  Ellip
 CQ2984  -------------------------------------------------------------------
 CQ2984  NETWORK CQ2984 FARM                              0.33   0.63   1.47
 CQ2984  -------------------------------------------------------------------
 CQ2984  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 CQ2984
 CQ2984  VERT ORDER  -  SECOND    CLASS I
 CQ2984
 CQ2984.The horizontal coordinates were established by GPS observations
 CQ2984.and adjusted by the National Geodetic Survey in February 2007.
 CQ2984
 CQ2984.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ2984.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ2984.The horizontal coordinates are valid at the epoch date displayed above.
 CQ2984.The epoch date for horizontal control is a decimal equivalence
 CQ2984.of Year/Month/Day.
 CQ2984
 CQ2984.The orthometric height was determined by differential leveling
 CQ2984.and adjusted 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     -   250,249.530   947,848.916   MT  1.00002152   -0 17 39.2
 CQ2984;SPC LA N     -   821,027.00  3,109,734.32   sFT  1.00002152   -0 17 39.2
 CQ2984;UTM  15      - 3,624,210.628   494,706.860   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 (02/12/02)   82.620  (m)                       GP(       ) 4 2
 CQ2984  ELLIP H (09/21/01)   82.632  (m)                       GP(       ) 4 1
 CQ2984  NAD 83(1999)-  32 45 20.67786(N)    093 03 23.42486(W) AD(       ) A
 CQ2984  ELLIP H (05/11/01)   82.561  (m)                       GP(       ) 3 1
 CQ2984  ELLIP H (07/24/97)   82.592  (m)                       GP(       ) 2 1
 CQ2984  ELLIP H (05/09/94)   82.738  (m)                       GP(       ) 4 2
 CQ2984  ELLIP H (12/21/93)   82.738  (m)                       GP(       ) 4 1
 CQ2984  ELLIP H (09/04/92)   82.742  (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)   82.738  (m)                       GP(       ) 1 1
 CQ2984  NGVD 29 (07/19/86)  108.2    (m)          355.     (f) VERT ANG    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  32 43 20.56270(N)    092 20 11.71054(W)     ADJUSTED  
 CQ3390* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 CQ3390  ___________________________________________________________________
 CQ3390  EPOCH DATE  -        2002.00
 CQ3390  X           -    -218,982.436 (meters)                     COMP
 CQ3390  Y           -  -5,366,723.784 (meters)                     COMP
 CQ3390  Z           -   3,428,102.034 (meters)                     COMP
 CQ3390  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CQ3390  ELLIP HEIGHT-          10.277 (meters)          (02/10/07) ADJUSTED
 CQ3390  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CQ3390
 CQ3390  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 CQ3390  Type    PID    Designation                      North   East  Ellip
 CQ3390  -------------------------------------------------------------------
 CQ3390  NETWORK CQ3390 FARMERVILLE                       1.37   2.43   5.76
 CQ3390  -------------------------------------------------------------------
 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 February 2007.
 CQ3390
 CQ3390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 CQ3390.See www.ngs.noaa.gov/NationalReadjustment for more information.
 CQ3390.The horizontal coordinates are valid at the epoch date displayed above.
 CQ3390.The epoch date for horizontal control is a decimal equivalence
 CQ3390.of Year/Month/Day.
 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     -   246,426.903 1,015,319.383   MT  1.00001318   +0 05 11.0
 CQ3390;SPC LA N     -   808,485.60  3,331,093.68   sFT  1.00001318   +0 05 11.0
 CQ3390;UTM  15      - 3,620,705.047   562,167.288   MT  0.99964765   +0 21 31.1
 CQ3390
 CQ3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ3390!SPC LA N     -   0.99999839  x   1.00001318  =   1.00001157
 CQ3390!UTM  15      -   0.99999839  x   0.99964765  =   0.99964604
 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 (02/12/02)   10.208  (m)                       GP(       ) 4 2
 CQ3390  ELLIP H (01/21/93)   10.292  (m)                       GP(       ) 4 2
 CQ3390  NAD 83(1992)-  32 43 20.56200(N)    092 20 11.71002(W) AD(       ) B
 CQ3390  ELLIP H (09/10/92)   10.292  (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     3  
 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 = MARCH 13, 2009
 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           -  -5,366,406.901 (meters)                     COMP
 CQ3389  Z           -   3,428,584.032 (meters)                     COMP
 CQ3389  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CQ3389  ELLIP HEIGHT-           9.673 (meters)          (01/02/04) ADJUSTED
 CQ3389  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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)    9.756  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2714  ___________________________________________________________________
 CQ2714  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CQ2714  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2713  ___________________________________________________________________
 CQ2713  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CQ2713  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2712  ___________________________________________________________________
 CQ2712  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CQ2712  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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           -  -5,470,588.372 (meters)                     COMP
 BK3259  Z           -   3,261,284.166 (meters)                     COMP
 BK3259  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BK3259  ELLIP HEIGHT-          -9.111 (meters)          (01/02/04) ADJUSTED
 BK3259  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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)   -9.050  (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     3  
 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 = MARCH 13, 2009
 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           -  -5,470,220.818 (meters)                     COMP
 BK3260  Z           -   3,261,894.756 (meters)                     COMP
 BK3260  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BK3260  ELLIP HEIGHT-          -9.065 (meters)          (01/02/04) ADJUSTED
 BK3260  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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)   -9.004  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ5127  **This station is located in a suspected subsidence area (see below).
 BJ5127  ___________________________________________________________________
 BJ5127  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BJ5127  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ5127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ5127 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ5127 ** and geoid heights are valid at the date of observation. These heights
 BJ5127 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3219* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3219  **This station is located in a suspected subsidence area (see below).
 BJ3219  ___________________________________________________________________
 BJ3219  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3219  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3219 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3219 ** and geoid heights are valid at the date of observation. These heights
 BJ3219 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BJ3220* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BJ3220  **This station is located in a suspected subsidence area (see below).
 BJ3220  ___________________________________________________________________
 BJ3220  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BJ3220  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ3220 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3220 ** and geoid heights are valid at the date of observation. These heights
 BJ3220 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4637  **This station is located in a suspected subsidence area (see below).
 BJ4637  ___________________________________________________________________
 BJ4637  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BJ4637  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4637 ** and geoid heights are valid at the date of observation. These heights
 BJ4637 ** must always be validated when used as control.
 BJ4637 ** The orthometric height has not been validated since last determined
 BJ4637 ** by differential leveling and should not be used for control purposes.
 BJ4637 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4637 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4637 ** epoch indicated which incorporates improved geoid heights for the
 BJ4637 ** Southern Louisiana Subsidence area.
 BJ4637 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3014  **This station is located in a suspected subsidence area (see below).
 AU3014  ___________________________________________________________________
 AU3014  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3014  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3014 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3014 ** and geoid heights are valid at the date of observation. These heights
 AU3014 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(2007)-  30 56 18.48969(N)    090 52 17.11819(W)     ADJUSTED  
 BJ3616* NAVD 88     -        59.759  (meters)     196.06   (feet)  ADJUSTED  
 BJ3616  ___________________________________________________________________
 BJ3616  EPOCH DATE  -        2002.00
 BJ3616  X           -     -83,275.093 (meters)                     COMP
 BJ3616  Y           -  -5,474,896.193 (meters)                     COMP
 BJ3616  Z           -   3,260,060.931 (meters)                     COMP
 BJ3616  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BJ3616  ELLIP HEIGHT-          32.590 (meters)          (02/10/07) ADJUSTED
 BJ3616  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BJ3616  DYNAMIC HT  -          59.683 (meters)     195.81  (feet)  COMP
 BJ3616
 BJ3616  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3616  Type    PID    Designation                      North   East  Ellip
 BJ3616  -------------------------------------------------------------------
 BJ3616  NETWORK BJ3616 FELIX                             1.51   2.49   8.78
 BJ3616  -------------------------------------------------------------------
 BJ3616  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 BJ3616
 BJ3616  VERT ORDER  -  SECOND    CLASS I
 BJ3616
 BJ3616.The horizontal coordinates were established by GPS observations
 BJ3616.and adjusted by the National Geodetic Survey in February 2007.
 BJ3616
 BJ3616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3616.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3616.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3616.The epoch date for horizontal control is a decimal equivalence
 BJ3616.of Year/Month/Day.
 BJ3616
 BJ3616.The orthometric height was determined by differential leveling
 BJ3616.and adjusted 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     -   270,391.379 1,044,145.331   MT  1.00005941   +0 13 51.5
 BJ3616;SPC LA S     -   887,109.05  3,425,666.81   sFT  1.00005941   +0 13 51.5
 BJ3616;UTM  15      - 3,424,725.449   703,359.559   MT  1.00011015   +1 05 41.0
 BJ3616
 BJ3616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3616!SPC LA S     -   0.99999488  x   1.00005941  =   1.00005429
 BJ3616!UTM  15      -   0.99999488  x   1.00011015  =   1.00010503
 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 2884445.8 |
 BJ3616| BJ3615 FELIX RM 2                           35.219 METERS 29806     |
 BJ3616|---------------------------------------------------------------------|
 BJ3616
 BJ3616                          SUPERSEDED SURVEY CONTROL
 BJ3616
 BJ3616  ELLIP H (02/21/02)   32.559  (m)                       GP(       ) 4 1
 BJ3616  NAD 83(1992)-  30 56 18.48945(N)    090 52 17.11746(W) AD(       ) 1
 BJ3616  ELLIP H (05/13/94)   32.633  (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)   32.625  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BK2663  ___________________________________________________________________
 BK2663  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BK2663  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2965  **This station is located in a suspected subsidence area (see below).
 BK2965  ___________________________________________________________________
 BK2965  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BK2965  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2965 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2965 ** and geoid heights are valid at the date of observation. These heights
 BK2965 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2963  **This station is located in a suspected subsidence area (see below).
 BK2963  ___________________________________________________________________
 BK2963  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BK2963  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2966  **This station is located in a suspected subsidence area (see below).
 BK2966  ___________________________________________________________________
 BK2966  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BK2966  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2539  ___________________________________________________________________
 BW2539  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 BW2539  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2543  ___________________________________________________________________
 BW2543  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2543  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2532  ___________________________________________________________________
 BW2532  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2532  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2534  ___________________________________________________________________
 BW2534  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2534  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2533  ___________________________________________________________________
 BW2533  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW2533  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2530  ___________________________________________________________________
 BW2530  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BW2530  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2541  ___________________________________________________________________
 BW2541  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BW2541  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BW2531  ___________________________________________________________________
 BW2531  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BW2531  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0439  **This station is located in a suspected 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 was scaled from a topographic map.
 AT0439 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0439 ** and geoid heights are valid at the date of observation. These heights
 AT0439 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0764  **This station is located in a suspected subsidence area (see below).
 AV0764  ___________________________________________________________________
 AV0764  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AV0764  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0764 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0764 ** and geoid heights are valid at the date of observation. These heights
 AV0764 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0969  **This station is located in a suspected subsidence area (see below).
 AT0969  ___________________________________________________________________
 AT0969  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0969  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0969 ** and geoid heights are valid at the date of observation. These heights
 AT0969 ** must always be validated when used as control.
 AT0969 ** The orthometric height has not been validated since last determined
 AT0969 ** by differential leveling and should not be used for control purposes.
 AT0969 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0969 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0969 ** epoch indicated which incorporates improved geoid heights for the
 AT0969 ** Southern Louisiana Subsidence area.
 AT0969 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0963  **This station is located in a suspected subsidence area (see below).
 AT0963  ___________________________________________________________________
 AT0963  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0963  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0963 ** and geoid heights are valid at the date of observation. These heights
 AT0963 ** must always be validated when used as control.
 AT0963 ** The orthometric height has not been validated since last determined
 AT0963 ** by differential leveling and should not be used for control purposes.
 AT0963 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0963 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0963 ** epoch indicated which incorporates improved geoid heights for the
 AT0963 ** Southern Louisiana Subsidence area.
 AT0963 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0964  **This station is located in a suspected subsidence area (see below).
 AT0964  ___________________________________________________________________
 AT0964  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0964  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0964 ** and geoid heights are valid at the date of observation. These heights
 AT0964 ** must always be validated when used as control.
 AT0964 ** The orthometric height has not been validated since last determined
 AT0964 ** by differential leveling and should not be used for control purposes.
 AT0964 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0964 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0964 ** epoch indicated which incorporates improved geoid heights for the
 AT0964 ** Southern Louisiana Subsidence area.
 AT0964 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0970  **This station is located in a suspected subsidence area (see below).
 AT0970  ___________________________________________________________________
 AT0970  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AT0970  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0970 ** and geoid heights are valid at the date of observation. These heights
 AT0970 ** must always be validated when used as control.
 AT0970 ** The orthometric height has not been validated since last determined
 AT0970 ** by differential leveling and should not be used for control purposes.
 AT0970 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0970 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0970 ** epoch indicated which incorporates improved geoid heights for the
 AT0970 ** Southern Louisiana Subsidence area.
 AT0970 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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     -   1.00000076  x   0.99999097  =   0.99999173
 CP3131!UTM  15      -   1.00000076  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 = MARCH 13, 2009
 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)     NO CHECK  
 CP3400* NAVD 88     -        21.     (meters)      69.     (feet)  VERTCON   
 CP3400  ___________________________________________________________________
 CP3400  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CP3400  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0698  **This station is located in a suspected subsidence area (see below).
 AV0698  ___________________________________________________________________
 AV0698  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AV0698  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0698 ** and geoid heights are valid at the date of observation. These heights
 AV0698 ** must always be validated when used as control.
 AV0698 ** The orthometric height has not been validated since last determined
 AV0698 ** by differential leveling and should not be used for control purposes.
 AV0698 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0698 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0698 ** epoch indicated which incorporates improved geoid heights for the
 AV0698 ** Southern Louisiana Subsidence area.
 AV0698 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4604  **This station is located in a suspected subsidence area (see below).
 BJ4604  ___________________________________________________________________
 BJ4604  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BJ4604  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4604 ** and geoid heights are valid at the date of observation. These heights
 BJ4604 ** must always be validated when used as control.
 BJ4604 ** The orthometric height has not been validated since last determined
 BJ4604 ** by differential leveling and should not be used for control purposes.
 BJ4604 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4604 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4604 ** epoch indicated which incorporates improved geoid heights for the
 BJ4604 ** Southern Louisiana Subsidence area.
 BJ4604 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3008  **This station is located in a suspected subsidence area (see below).
 AU3008  ___________________________________________________________________
 AU3008  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AU3008  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3008 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3008 ** and geoid heights are valid at the date of observation. These heights
 AU3008 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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(1992)-  30 49 36.73497(N)    089 55 17.41479(W)     ADJUSTED  
 BH1784* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BH1784  **This station is located in a suspected subsidence area (see below).
 BH1784  ___________________________________________________________________
 BH1784  X           -       7,510.264 (meters)                     COMP
 BH1784  Y           -  -5,481,894.103 (meters)                     COMP
 BH1784  Z           -   3,249,453.814 (meters)                     COMP
 BH1784  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH1784  ELLIP HEIGHT-          54.816 (meters)          (01/02/04) ADJUSTED
 BH1784  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1784  DYNAMIC HT  -          82.5   (meters)     271.    (feet)  COMP
 BH1784  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1784
 BH1784  HORZ ORDER  -  FIRST
 BH1784  VERT ORDER  -  THIRD (See Below)
 BH1784  ELLP ORDER  -  FOURTH    CLASS I
 BH1784
 BH1784.The horizontal coordinates were established by classical geodetic methods
 BH1784.and adjusted by the National Geodetic Survey in May 1994.
 BH1784
 BH1784.The orthometric height was scaled from a topographic map.
 BH1784 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1784 ** and geoid heights are valid at the date of observation. These heights
 BH1784 ** must always be validated when used as control.
 BH1784 ** The orthometric height has not been validated since last determined
 BH1784 ** by differential leveling and should not be used for control purposes.
 BH1784 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH1784 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1784 ** epoch indicated which incorporates improved geoid heights for the
 BH1784 ** Southern Louisiana Subsidence area.
 BH1784 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1784.The vertical order pertains to the NGVD 29 superseded value.
 BH1784
 BH1784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1784
 BH1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1784
 BH1784.The ellipsoidal height was determined by GPS observations
 BH1784.and is referenced to NAD 83.
 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 Scale Factor Converg.
 BH1784;SPC LA S     -   258,761.369 1,135,079.254   MT  1.00002944   +0 42 21.4
 BH1784;SPC LA S     -   848,952.92  3,724,005.85   sFT  1.00002944   +0 42 21.4
 BH1784;UTM  16      - 3,414,068.255   220,534.982   MT  1.00056354   -1 29 53.1
 BH1784;UTM  15      - 3,414,471.752   794,489.260   MT  1.00066994   +1 34 43.3
 BH1784
 BH1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1784!SPC LA S     -   0.99999139  x   1.00002944  =   1.00002083
 BH1784!UTM  16      -   0.99999139  x   1.00056354  =   1.00055493
 BH1784!UTM  15      -   0.99999139  x   1.00066994  =   1.00066133
 BH1784
 BH1784|---------------------------------------------------------------------|
 BH1784| PID    Reference Object                     Distance      Geod. Az  |
 BH1784|                                                           dddmmss.s |
 BH1784| BH1783 FIRE RM 3                            18.863 METERS 05155     |
 BH1784| DD7934 FIRE RM 1                            28.372 METERS 11211     |
 BH1784| BH2967 BOGALUSA PAPER CO CHIMNEY           APPROX. 8.1 KM 1314231.8 |
 BH1784| BH2960 BOGALUSA CABLE TV MAST              APPROX. 9.1 KM 1772100.5 |
 BH1784| DD7935 FIRE RM 2                            35.476 METERS 23421     |
 BH1784| DD7933 FIRE AZ MK                                         2935742.6 |
 BH1784| BH1786 FIRE AZ MK 2                        358.980 METERS 29434     |
 BH1784| BH2972 SHERIDAN LOT                        APPROX. 6.1 KM 3045231.5 |
 BH1784| BH1785 FIRE RM 4                            22.705 METERS 33907     |
 BH1784|---------------------------------------------------------------------|
 BH1784
 BH1784                          SUPERSEDED SURVEY CONTROL
 BH1784
 BH1784  ELLIP H (05/13/94)   54.841  (m)                       GP(       ) 4 1
 BH1784  NAD 83(1992)-  30 49 36.73498(N)    089 55 17.41465(W) AD(       ) 1
 BH1784  ELLIP H (01/21/93)   54.840  (m)                       GP(       ) 4 2
 BH1784  NAD 83(1986)-  30 49 36.75017(N)    089 55 17.41176(W) AD(       ) 1
 BH1784  NAD 27      -  30 49 36.08056(N)    089 55 17.13230(W) AD(       ) 3
 BH1784  NGVD 29 (11/20/87)   82.57   (m)          270.9    (f) LEVELING    3  
 BH1784
 BH1784.Superseded values are not recommended for survey control.
 BH1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1784.See file dsdata.txt to determine how the superseded data were derived.
 BH1784
 BH1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RBV2053514068(NAD 83)
 BH1784_MARKER: DS = TRIANGULATION STATION DISK
 BH1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1784_SP_SET: CONCRETE POST
 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 - 1987
 BH1784
 BH1784  HISTORY     - Date     Condition        Report By
 BH1784  HISTORY     - 1935     MONUMENTED       CGS
 BH1784  HISTORY     - 1955     GOOD             CGS
 BH1784  HISTORY     - 1970     GOOD             NGS
 BH1784  HISTORY     - 1972     GOOD             NGS
 BH1784  HISTORY     - 1984     GOOD             LADTD
 BH1784  HISTORY     - 19840424 GOOD             NGS
 BH1784  HISTORY     - 1987     GOOD             NGS
 BH1784
 BH1784                          STATION DESCRIPTION
 BH1784
 BH1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MAH)
 BH1784'ABOUT FOUR AND ONE-HALF MILES NORTHWEST OF BOGALUSA, ABOUT 7 MILES
 BH1784'SOUTHWEST OF VARNADO, IN THE SOUTHWEST CORNER OF SEC.  , T. 2 S., R.
 BH1784'13 E., ON PROPERTY THAT APPEARS TO BE OWNED BY THE GREAT SOUTHERN
 BH1784'LUMBER COMPANY, 130 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 BH1784'35, AT THE SITE OF A FORMER FIRE TOWER, 77.8 FEET EAST-SOUTHEAST
 BH1784'OF THE NORTHEAST FOOTING OF THIS TOWER, AND 90 FEET SOUTH OF A
 BH1784'RIGHT-OF- WAY FENCE.
 BH1784'
 BH1784'TO REACH FROM THE RAILROAD STATION IN BOGALUSA, GO OUT ON STATE
 BH1784'HIGHWAY 35 IN A NORTHWESTERLY DIRECTION FOR 5.1 MILES TO THE HIGH
 BH1784'POINT OF RIDGE AND THE STATION.
 BH1784'
 BH1784'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 BH1784'BRONZE DISKS SET IN CONCRETE.
 BH1784'
 BH1784'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN WOODS AND 60 FEET
 BH1784'SOUTH OF A RIGHT-OF-WAY FENCE.
 BH1784'
 BH1784'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION AND 60 FEET SOUTH
 BH1784'OF CONCRETE FOOTING OF THE FORMER FIRE TOWER.
 BH1784'
 BH1784'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF STATION ON A CURVE OF
 BH1784'STATE HIGHWAY 35 AND 30 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY
 BH1784'35, 10 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE.
 BH1784'
 BH1784'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 BH1784'
 BH1784'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH1784
 BH1784                          STATION RECOVERY (1955)
 BH1784
 BH1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAE)
 BH1784'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 BH1784'THE AZIMUTH MARK IS SW OF THE CENTER OF THE ROAD NOT NW AS STATED.
 BH1784'THE STATION IS IN SECTION 4, T 3 S, R 13 E, NOT T 2 E AS STATED. A
 BH1784'NEW DESCRIPTION FOLLOWS--
 BH1784'
 BH1784'THE STATION IS LOCATED 4.5 MI NW OF BOGALUSA, ABOUT 7 MI. SW OF
 BH1784'VARNADO, IN THE SW CORNER OF SECTION 4, T 3 S, R 13 E, ON LAND OWNED
 BH1784'BY THE GAYLORD CONTAINER CORP. OF BOGALUSA, AND ABOUT 0.5 MI. E OF
 BH1784'THE HIGHEST PART OF THE RIDGE. IT IS 108 FT. S OF THE CENTERLINE
 BH1784'OF STATE HIGHWAY 35, 70 FT. S OF THE S RIGHT-OF-WAY FENCE LINE,
 BH1784'78 FT. E OF THE CONCRETE FOUNDATION OF THE NE LEG OF A FORMER
 BH1784'LOOKOUT TOWER, AND 15 FT. S OF THE CENTERLINE OF A WOODS
 BH1784'ROAD.  IT IS A STANDARD DISK, STAMPED FIRE 1935 AND PROJECTING 4 IN.
 BH1784'
 BH1784'REFERENCE MARK 1 IS 93.15 FT. E OF THE STATION, IN A WYE FORMED BY
 BH1784'DIM WOODS ROADS, 31 FT. E OF THE CENTER OF A WOODS ROAD, 31 FT. S OF
 BH1784'THE CENTER OF A DIM WOODS ROAD, AND 68 FT. S OF THE S RIGHT-OF-WAY
 BH1784'FENCE LINE. IT IS A STANDARD DISK, STAMPED FIRE NO 1 1935 AND
 BH1784'PROJECTING 8 IN.
 BH1784'
 BH1784'REFERENCE MARK 2 IS 116.37 FT. SW OF THE STATION, 86 FT. S OF THE
 BH1784'NE FOOTING OF THE FIRE TOWER, AND 157 FT. S OF THE FENCE LINE. IT IS
 BH1784'A STANDARD DISK, STAMPED FIRE NO 2 1935 AND PROJECTING 6 IN.
 BH1784'
 BH1784'THE AZIMUTH MARK IS 0.3 MI. NW OF THE STATION, ON THE OUTSIDE OF THE
 BH1784'FIRST CURVE NW OF THE STATION, 10 FT. NE OF A FENCE LINE, 33 FT. SW
 BH1784'OF THE CENTERLINE OF STATE HIGHWAY 35, AND MIDWAY BETWEEN AND ON
 BH1784'THE OPPOSITE SIDE OF THE ROAD FROM POWER POLES N 179 AND N 178. IT
 BH1784'IS A STANDARD REFERENCE-MARK DISK, STAMPED FIRE AZI 1935
 BH1784'PROJECTING 6 IN., AND ABOUT 3.5 FT. BELOW THE LEVEL OF THE
 BH1784'ROAD. THE MARK IS NOT VISIBLE FROM THE STATION WITHOUT CLEARING.
 BH1784'
 BH1784'TO REACH THE STATION FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 BH1784'IN BOGALUSA, GO N ON STATE HIGHWAY 35 FOR 0.15 MI., TURN LEFT ACROSS
 BH1784'THE TRACK AND FOLLOW STATE HIGHWAY 35 FOR 4.75 MI. TO A SIDE ROAD
 BH1784'LEFT AND A GATE IN A FENCE LINE. TURN LEFT ON A SIDE ROAD AND
 BH1784'IMMEDIATELY AFTER PASSING THROUGH THE GATE TURN SHARP LEFT AND
 BH1784'FOLLOW THE ROAD FOR ABOUT 250 FT. TO THE STATION ON THE RIGHT.
 BH1784
 BH1784                          STATION RECOVERY (1970)
 BH1784
 BH1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LGB)
 BH1784'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 BH1784'GOOD CONDITION AS PREVIOUSLY DESCRIBED IN 1955.  THE AZIMUTH MARK
 BH1784'WAS NOT FOUND AND DUE TO TALL TIMBERS IN THE AREA A NEW AZIMUTH MARK
 BH1784'WAS NOT ESTABLISHED ON THIS DATE.  THE DISTANCE AND DIRECTIONS TO
 BH1784'THE REFERENCE MARKS COMPARE FAVORABLY WITH THE PREVIOUS DATA.
 BH1784'DUE TO ROAD AND STATE HIGHWAY CHANGES A NEW ROUTE TO REACH THE
 BH1784'STATION FOLLOWS.
 BH1784'
 BH1784'TO REACH THE STATION FROM THE POST OFFICE IN BOGALUSA, GO NORTH ON
 BH1784'STATE HIGHWAY 60 FOR 0.8 MILE TO A CROSSROADS, TURN LEFT AND GO WEST
 BH1784'ON STATE HIGHWAY 10 (SUPERIOR AVENUE) FOR 0.9 MILE TO A T-JUNCTION,
 BH1784'TURN RIGHT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 10 FOR 3.7
 BH1784'MILES TO THE TOP OF A HILL AND A WOODS ROAD ON THE LEFT, TURN
 BH1784'LEFT ON THE WOODS ROAD AND FOLLOW ROAD FOR APPROXIMATELY 250
 BH1784'YARDS TO THE STATION ON THE RIGHT.
 BH1784'
 BH1784'UNABLE TO MEASURE BETWEEN THE REFERENCE MARKS DUE TO TREES ON LINE.
 BH1784'
 BH1784'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH1784'
 BH1784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 BH1784'NORTHWEST OF BOGALUSA.
 BH1784
 BH1784                          STATION RECOVERY (1972)
 BH1784
 BH1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 BH1784'THE STATION WAS VISITED 2-24-72 AND THE STATION MARK AND REFERENCE
 BH1784'MARK NO. 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS
 BH1784'FOUND DISTURBED AND REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 BH1784'DATE. THE AZIMUTH MARK WAS DESTROYED PRIOR TO THIS DATE. THE FIRE
 BH1784'TOWER NEAR THE STATION HAS BEEN DISMANTLED AND ONLY THE CONCRETE
 BH1784'FOOTING OF THE LEGS REMAIN. REFERENCE MARK NO. 3 WAS SET IN A
 BH1784'DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE
 BH1784'OLD TOWER. STATE HIGHWAY NO. 35 IS NOW STATE HIGHWAY 10. A NEW
 BH1784'DESCRIPTION FOLLOWS--
 BH1784'
 BH1784'THE STATION IS LOCATED 4.5 MILES NORTHWEST OF BOGALOUSA, ABOUT 7.0
 BH1784'MILES SOUTHWEST OF VARNADO, IN THE SOUTHWEST CORNER OF SEC. 4, T 3S,
 BH1784'R 13 E, ON THE LAND OWNED BY THE CONTINENTL CAN CO. ABOUT 300 FEET
 BH1784'EAST OF THE HIGHEST PART OF THE HILL, IN THE SOUTHWEST ANGLE OF
 BH1784'THE INTERSECTION OF STATE HIGHWAY 10 AND A GRAVELED ROAD LEADING
 BH1784'SOUTH.  IT IS 112 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 10, 66
 BH1784'FEET WEST OF THE CENTER OF THE ROAD LEADING SOUTH, 1.5 FEET SOUTH
 BH1784'OF A METAL WITNESS POST. IT IS A TRIANGULATION STATION DISK,
 BH1784'STAMPED FIRE 1935, PROJECTING 6 INCHES.
 BH1784'
 BH1784'REFERENCE MARK NO. 2 IS 116.37 FEET SOUTHWEST OF THE STATION, 86
 BH1784'FEET SOUTHEAST OF THE NORTHEAST LEG OF THE FIRE TOWER, 207 FEET
 BH1784'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 10, 144 FEET WEST OF THE
 BH1784'CENTER OF THE ROAD LEADING SOUTH, 1 FOOT SOUTH OF A METAL WITNESS
 BH1784'POST. IT IS A REFERENCE MARK DISK STAMPED FIRE NO 2 1935,
 BH1784'PROJECTING 8 INCHES.
 BH1784'
 BH1784'REFERENCE MARK NO. 3 IS 78.27 FEET WEST OF THE STATION. IT IS 144
 BH1784'FEET WEST OF THE CENTER OF THE ROAD LEADING SOUTH, 121 FEET SOUTH
 BH1784'OF THE CENTER OF STATE HIGHWAY 10, 1.5 FEET SOUTH OF A METAL
 BH1784'WITNESS POST. IT IS A REFERENCE MARK DISK STAMPED FIRE NO 3 1935
 BH1784'1972 SET IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 BH1784'NORTHEAST LEG OF THE FIRE TOWER.
 BH1784'
 BH1784'TO REACH THE STATION FROM THE GULF MOBILE AND OHIO RAILROAD STATION
 BH1784'IN BOGALOUSA GO NORTH ALONG THE EAST SIDE OF THE TRACKS FOR 0.15
 BH1784'MILE TO A RAILROAD CROSSING, TURN LEFT AND CROSS TRACKS AND GO WEST
 BH1784'ON STATE HIGHWAY 10 FOR 4.7 MILES TO THE STATION ON THE LEFT ON
 BH1784'THE TOP OF THE HILL.
 BH1784
 BH1784                          STATION RECOVERY (1984)
 BH1784
 BH1784'RECOVERY NOTE 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'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.
 BH1784
 BH1784                          STATION RECOVERY (1987)
 BH1784
 BH1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (SLC)
 BH1784'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 BH1784'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND WAS USED FOR
 BH1784'GPS OBSERVATIONS.
 BH1784'
 BH1784'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI)
 BH1784'WEST OF BOGALUSA.
 BH1784'OWNERSHIP--CABINHAM FOREST INDUSTRIAL, BOGALUSA, LA.,
 BH1784'PHONE 504-732-5382.
 BH1784'
 BH1784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 21
 BH1784'IN BOGALUSA, DRIVE WEST ALONG HIGHWAY 10 FOR 9.2 KM (5.7 MI) TO THE
 BH1784'STATION MARK ON THE LEFT AT THE TOP OF A HILL, JUST EAST OF A
 BH1784'LANDFILL.
 BH1784'
 BH1784'THE STATION IS A STANDARD NGS DISK
 BH1784'STAMPED---FIRE 1935---,
 BH1784'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 BH1784'30 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 BH1784'87.5 METERS (287 FT) EAST-SOUTHEAST FROM A GRAVEL ROAD LEADING INTO
 BH1784'A LANDFILL,
 BH1784'33.2 METERS (109 FT) SOUTH-SOUTHWEST FROM THE CENTER OF HIGHWAY 10,
 BH1784'25.9 METERS (85 FT) SOUTHWEST FROM THE SOUTH END OF A 20-INCH
 BH1784'CONCRETE CULVERT,
 BH1784'16.0 METERS (52.5 FT) SOUTH-SOUTHWEST FROM A COMBINATION NET AND
 BH1784'BARBED WIRE FENCE AND
 BH1784'0.3 METER (1 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 BH1784'
 BH1784'DESCRIBED BY RICHARD COPP, TYPED BY DEW.
 BH1784'
 BH1784'APPARENTLY THERE ARE TWO RM 3 MARKS AND TWO RM 4 MARKS DATED 1972
 BH1784'1984 RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3296  **This station is located in a suspected subsidence area (see below).
 AU3296  ___________________________________________________________________
 AU3296  X           -     -21,940.593 (meters)                     COMP
 AU3296  Y           -  -5,533,069.995 (meters)                     COMP
 AU3296  Z           -   3,161,895.194 (meters)                     COMP
 AU3296  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU3296  ELLIP HEIGHT-         -25.593 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU3296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3296 ** and geoid heights are valid at the date of observation. These heights
 AU3296 ** must always be validated when used as control.
 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 more information.
 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
 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)  -25.579  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 35 06.51009(N)    090 48 55.58675(W)     ADJUSTED  
 AH6170* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6170  **This station is located in a suspected subsidence area (see below).
 AH6170  ___________________________________________________________________
 AH6170  EPOCH DATE  -        2002.00
 AH6170  X           -     -79,001.073 (meters)                     COMP
 AH6170  Y           -  -5,550,522.645 (meters)                     COMP
 AH6170  Z           -   3,130,453.497 (meters)                     COMP
 AH6170  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6170  ELLIP HEIGHT-         -23.842 (meters)          (02/10/07) ADJUSTED
 AH6170  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 AH6170
 AH6170  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6170  Type    PID    Designation                      North   East  Ellip
 AH6170  -------------------------------------------------------------------
 AH6170  NETWORK AH6170 FIRE                              1.08   1.04   2.31
 AH6170  -------------------------------------------------------------------
 AH6170
 AH6170.The horizontal coordinates were established by GPS observations
 AH6170.and adjusted by the National Geodetic Survey in February 2007.
 AH6170
 AH6170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6170.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6170.The horizontal coordinates are valid at the epoch date displayed above.
 AH6170.The epoch date for horizontal control is a decimal equivalence
 AH6170.of Year/Month/Day.
 AH6170
 AH6170.The orthometric height was determined by GPS observations and a
 AH6170.high-resolution geoid model.
 AH6170 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6170 ** and geoid heights are valid at the date of observation. These heights
 AH6170 ** must always be validated when used as control.
 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 more information.
 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
 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     -   120,396.197 1,050,173.473   MT  0.99995189   +0 15 32.2
 AH6170;SPC LA S     -   394,999.86  3,445,444.14   sFT  0.99995189   +0 15 32.2
 AH6170;UTM  15      - 3,274,809.294   711,592.978   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  =   1.00015620
 AH6170
 AH6170                          SUPERSEDED SURVEY CONTROL
 AH6170
 AH6170  ELLIP H (02/21/02)  -23.820  (m)                       GP(       ) 5 1
 AH6170  NAD 83(1992)-  29 35 06.51068(N)    090 48 55.58630(W) AD(       ) 1
 AH6170  ELLIP H (12/17/98)  -23.790  (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 = MARCH 13, 2009
 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)     NO CHECK  
 BH1786* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BH1786  **This station is located in a suspected subsidence area (see below).
 BH1786  ___________________________________________________________________
 BH1786  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 BH1786  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH1786  DYNAMIC HT  -          81.0   (meters)     266.    (feet)  COMP
 BH1786  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 BH1786
 BH1786  HORZ ORDER  -  THIRD
 BH1786  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BH1786 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1786 ** and geoid heights are valid at the date of observation. These heights
 BH1786 ** must always be validated when used as control.
 BH1786 ** The orthometric height has not been validated since last determined
 BH1786 ** by differential leveling and should not be used for control purposes.
 BH1786 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH1786 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1786 ** epoch indicated which incorporates improved geoid heights for the
 BH1786 ** Southern Louisiana Subsidence area.
 BH1786 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1786.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1783  **This station is located in a suspected subsidence area (see below).
 BH1783  ___________________________________________________________________
 BH1783  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH1783  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1783  DYNAMIC HT  -          82.1   (meters)     269.    (feet)  COMP
 BH1783  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1783
 BH1783  HORZ ORDER  -  THIRD
 BH1783  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BH1783 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1783 ** and geoid heights are valid at the date of observation. These heights
 BH1783 ** must always be validated when used as control.
 BH1783 ** The orthometric height has not been validated since last determined
 BH1783 ** by differential leveling and should not be used for control purposes.
 BH1783 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH1783 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1783 ** epoch indicated which incorporates improved geoid heights for the
 BH1783 ** Southern Louisiana Subsidence area.
 BH1783 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1783.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1785  **This station is located in a suspected subsidence area (see below).
 BH1785  ___________________________________________________________________
 BH1785  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 BH1785  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1785  DYNAMIC HT  -          82.6   (meters)     271.    (feet)  COMP
 BH1785  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH1785
 BH1785  HORZ ORDER  -  THIRD
 BH1785  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BH1785 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1785 ** and geoid heights are valid at the date of observation. These heights
 BH1785 ** must always be validated when used as control.
 BH1785 ** The orthometric height has not been validated since last determined
 BH1785 ** by differential leveling and should not be used for control purposes.
 BH1785 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH1785 ** The geoid height was determined by a new realization of GEOID03 for the
 BH1785 ** epoch indicated which incorporates improved geoid heights for the
 BH1785 ** Southern Louisiana Subsidence area.
 BH1785 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BH1785.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3163  ___________________________________________________________________
 CP3163  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CP3163  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3142  ___________________________________________________________________
 CP3142  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CP3142  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2453  **This station is located in a suspected subsidence area (see below).
 AU2453  ___________________________________________________________________
 AU2453  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2453  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2453 ** and geoid heights are valid at the date of observation. These heights
 AU2453 ** must always be validated when used as control.
 AU2453 ** The orthometric height has not been validated since last determined
 AU2453 ** by differential leveling and should not be used for control purposes.
 AU2453 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2453 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2453 ** epoch indicated which incorporates improved geoid heights for the
 AU2453 ** Southern Louisiana Subsidence area.
 AU2453 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV1000  **This station is located in a suspected subsidence area (see below).
 AV1000  ___________________________________________________________________
 AV1000  X           -    -205,828.579 (meters)                     COMP
 AV1000  Y           -  -5,543,539.557 (meters)                     COMP
 AV1000  Z           -   3,137,003.488 (meters)                     COMP
 AV1000  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AV1000  ELLIP HEIGHT-         -25.261 (meters)          (01/21/93) ADJUSTED
 AV1000  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1000 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV1000 ** and geoid heights are valid at the date of observation. These heights
 AV1000 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1024  **This station is located in a suspected subsidence area (see below).
 AT1024  ___________________________________________________________________
 AT1024  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AT1024  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1024 ** and geoid heights are valid at the date of observation. These heights
 AT1024 ** must always be validated when used as control.
 AT1024 ** The orthometric height has not been validated since last determined
 AT1024 ** by differential leveling and should not be used for control purposes.
 AT1024 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1024 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1024 ** epoch indicated which incorporates improved geoid heights for the
 AT1024 ** Southern Louisiana Subsidence area.
 AT1024 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AU2457* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU2457  **This station is located in a suspected subsidence area (see below).
 AU2457  ___________________________________________________________________
 AU2457  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AU2457  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2457 ** and geoid heights are valid at the date of observation. These heights
 AU2457 ** must always be validated when used as control.
 AU2457 ** The orthometric height has not been validated since last determined
 AU2457 ** by differential leveling and should not be used for control purposes.
 AU2457 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU2457 ** The geoid height was determined by a new realization of GEOID03 for the
 AU2457 ** epoch indicated which incorporates improved geoid heights for the
 AU2457 ** Southern Louisiana Subsidence area.
 AU2457 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2929  **This station is located in a suspected subsidence area (see below).
 AU2929  ___________________________________________________________________
 AU2929  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2929  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2929 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2929 ** and geoid heights are valid at the date of observation. These heights
 AU2929 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2847  ___________________________________________________________________
 BX2847  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BX2847  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2846  ___________________________________________________________________
 BX2846  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BX2846  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2984  **This station is located in a suspected subsidence area (see below).
 AU2984  ___________________________________________________________________
 AU2984  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AU2984  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2984 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2984 ** and geoid heights are valid at the date of observation. These heights
 AU2984 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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                                         0950723.1 |
 BX2699| BX2700 FLAT LDH 1969 RM 2                   18.017 METERS 26424     |
 BX2699| BX2701 ALEXANDRIA ENGLAND AFB NW TANK      APPROX. 3.4 KM 3434126.7 |
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2730  ___________________________________________________________________
 BX2730  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 BX2730  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1240  **This station is located in a suspected subsidence area (see below).
 AT1240  ___________________________________________________________________
 AT1240  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AT1240  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1240 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1240 ** and geoid heights are valid at the date of observation. These heights
 AT1240 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1241  **This station is located in a suspected subsidence area (see below).
 AT1241  ___________________________________________________________________
 AT1241  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AT1241  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AT1241 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1241 ** and geoid heights are valid at the date of observation. These heights
 AT1241 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3030  **This station is located in a suspected subsidence area (see below).
 AU3030  ___________________________________________________________________
 AU3030  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3030  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3030 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3030 ** and geoid heights are valid at the date of observation. These heights
 AU3030 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3029  **This station is located in a suspected subsidence area (see below).
 AU3029  ___________________________________________________________________
 AU3029  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AU3029  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3029 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3029 ** and geoid heights are valid at the date of observation. These heights
 AU3029 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2586  **This station is located in a suspected subsidence area (see below).
 AU2586  ___________________________________________________________________
 AU2586  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AU2586  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2587  **This station is located in a suspected subsidence area (see below).
 AU2587  ___________________________________________________________________
 AU2587  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AU2587  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 23 21.34665(N)    090 35 12.51133(W)     ADJUSTED  
 AH6354* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6354  **This station is located in a suspected subsidence area (see below).
 AH6354  ___________________________________________________________________
 AH6354  EPOCH DATE  -        2002.00
 AH6354  X           -     -56,961.251 (meters)                     COMP
 AH6354  Y           -  -5,561,480.522 (meters)                     COMP
 AH6354  Z           -   3,111,554.167 (meters)                     COMP
 AH6354  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6354  ELLIP HEIGHT-         -23.642 (meters)          (02/10/07) ADJUSTED
 AH6354  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AH6354
 AH6354  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6354  Type    PID    Designation                      North   East  Ellip
 AH6354  -------------------------------------------------------------------
 AH6354  NETWORK AH6354 FLOOD                             1.16   1.02   2.61
 AH6354  -------------------------------------------------------------------
 AH6354
 AH6354.The horizontal coordinates were established by GPS observations
 AH6354.and adjusted by the National Geodetic Survey in February 2007.
 AH6354
 AH6354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6354.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6354.The horizontal coordinates are valid at the epoch date displayed above.
 AH6354.The epoch date for horizontal control is a decimal equivalence
 AH6354.of Year/Month/Day.
 AH6354
 AH6354.The orthometric height was determined by GPS observations and a
 AH6354.high-resolution geoid model.
 AH6354 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6354 ** and geoid heights are valid at the date of observation. These heights
 AH6354 ** must always be validated when used as control.
 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 more information.
 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
 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     -    98,807.646 1,072,464.543   MT  0.99998231   +0 22 23.8
 AH6354;SPC LA S     -   324,171.42  3,518,577.42   sFT  0.99998231   +0 22 23.8
 AH6354;UTM  15      - 3,253,535.075   734,194.784   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 (02/21/02)  -23.607  (m)                       GP(       ) 5 1
 AH6354  NAD 83(1992)-  29 23 21.34688(N)    090 35 12.51028(W) AD(       ) 1
 AH6354  ELLIP H (12/17/98)  -23.592  (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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0718  **This station is located in a suspected subsidence area (see below).
 AV0718  ___________________________________________________________________
 AV0718  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AV0718  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0718 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0718 ** and geoid heights are valid at the date of observation. These heights
 AV0718 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2845  **This station is located in a suspected subsidence area (see below).
 BH2845  ___________________________________________________________________
 BH2845  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2845  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2845 ** and geoid heights are valid at the date of observation. These heights
 BH2845 ** must always be validated when used as control.
 BH2845 ** The orthometric height has not been validated since last determined
 BH2845 ** by differential leveling and should not be used for control purposes.
 BH2845 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2845 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2845 ** epoch indicated which incorporates improved geoid heights for the
 BH2845 ** Southern Louisiana Subsidence area.
 BH2845 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2847  **This station is located in a suspected subsidence area (see below).
 BH2847  ___________________________________________________________________
 BH2847  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2847  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2847 ** and geoid heights are valid at the date of observation. These heights
 BH2847 ** must always be validated when used as control.
 BH2847 ** The orthometric height has not been validated since last determined
 BH2847 ** by differential leveling and should not be used for control purposes.
 BH2847 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2847 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2847 ** epoch indicated which incorporates improved geoid heights for the
 BH2847 ** Southern Louisiana Subsidence area.
 BH2847 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2846  **This station is located in a suspected subsidence area (see below).
 BH2846  ___________________________________________________________________
 BH2846  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BH2846  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2846 ** and geoid heights are valid at the date of observation. These heights
 BH2846 ** must always be validated when used as control.
 BH2846 ** The orthometric height has not been validated since last determined
 BH2846 ** by differential leveling and should not be used for control purposes.
 BH2846 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BH2846 ** The geoid height was determined by a new realization of GEOID03 for the
 BH2846 ** epoch indicated which incorporates improved geoid heights for the
 BH2846 ** Southern Louisiana Subsidence area.
 BH2846 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3406  **This station is located in a suspected subsidence area (see below).
 BJ3406  ___________________________________________________________________
 BJ3406  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 BJ3406  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ3406  DYNAMIC HT  -          25.5   (meters)      84.    (feet)  COMP
 BJ3406  MODELED GRAV-     979,345.5   (mgal)                       NAVD 88
 BJ3406
 BJ3406  HORZ ORDER  -  FIRST
 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 scaled from a topographic map.
 BJ3406 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3406 ** and geoid heights are valid at the date of observation. These heights
 BJ3406 ** must always be validated when used as control.
 BJ3406 ** The orthometric height has not been validated since last determined
 BJ3406 ** by differential leveling and should not be used for control purposes.
 BJ3406 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3406 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3406 ** epoch indicated which incorporates improved geoid heights for the
 BJ3406 ** Southern Louisiana Subsidence area.
 BJ3406 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4014  **This station is located in a suspected subsidence area (see below).
 BJ4014  ___________________________________________________________________
 BJ4014  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BJ4014  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BJ4014  DYNAMIC HT  -          24.6   (meters)      81.    (feet)  COMP
 BJ4014  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 BJ4014
 BJ4014  HORZ ORDER  -  SECOND
 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 scaled from a topographic map.
 BJ4014 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4014 ** and geoid heights are valid at the date of observation. These heights
 BJ4014 ** must always be validated when used as control.
 BJ4014 ** The orthometric height has not been validated since last determined
 BJ4014 ** by differential leveling and should not be used for control purposes.
 BJ4014 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4014 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4014 ** epoch indicated which incorporates improved geoid heights for the
 BJ4014 ** Southern Louisiana Subsidence area.
 BJ4014 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2949  ___________________________________________________________________
 BX2949  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 BX2949  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  30 50 45.56643(N)    090 46 58.16879(W)     ADJUSTED  
 BJ3631* NAVD 88     -        83.413  (meters)     273.66   (feet)  ADJUSTED  
 BJ3631  ___________________________________________________________________
 BJ3631  EPOCH DATE  -        2002.00
 BJ3631  X           -     -74,881.305 (meters)                     COMP
 BJ3631  Y           -  -5,480,302.289 (meters)                     COMP
 BJ3631  Z           -   3,251,274.621 (meters)                     COMP
 BJ3631  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BJ3631  ELLIP HEIGHT-          56.177 (meters)          (02/10/07) ADJUSTED
 BJ3631  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BJ3631  DYNAMIC HT  -          83.305 (meters)     273.31  (feet)  COMP
 BJ3631
 BJ3631  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ3631  Type    PID    Designation                      North   East  Ellip
 BJ3631  -------------------------------------------------------------------
 BJ3631  NETWORK BJ3631 FLOWER                            4.61   6.94  13.92
 BJ3631  -------------------------------------------------------------------
 BJ3631  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 BJ3631
 BJ3631  VERT ORDER  -  SECOND    CLASS I
 BJ3631
 BJ3631.The horizontal coordinates were established by GPS observations
 BJ3631.and adjusted by the National Geodetic Survey in February 2007.
 BJ3631
 BJ3631.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ3631.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ3631.The horizontal coordinates are valid at the epoch date displayed above.
 BJ3631.The epoch date for horizontal control is a decimal equivalence
 BJ3631.of Year/Month/Day.
 BJ3631
 BJ3631.The orthometric height was determined by differential leveling
 BJ3631.and adjusted 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     -   260,175.534 1,052,661.835   MT  1.00003431   +0 16 30.9
 BJ3631;SPC LA S     -   853,592.56  3,453,608.04   sFT  1.00003431   +0 16 30.9
 BJ3631;UTM  15      - 3,414,638.154   712,029.686   MT  1.00015459   +1 08 14.1
 BJ3631
 BJ3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ3631!SPC LA S     -   0.99999118  x   1.00003431  =   1.00002549
 BJ3631!UTM  15      -   0.99999118  x   1.00015459  =   1.00014577
 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 1370959.5 |
 BJ3631|---------------------------------------------------------------------|
 BJ3631
 BJ3631                          SUPERSEDED SURVEY CONTROL
 BJ3631
 BJ3631  ELLIP H (02/21/02)   56.209  (m)                       GP(       ) 4 1
 BJ3631  NAD 83(1992)-  30 50 45.56657(N)    090 46 58.17089(W) AD(       ) 1
 BJ3631  ELLIP H (05/13/94)   56.281  (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)   56.290  (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 = MARCH 13, 2009
 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)     NO CHECK  
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 RM 1                           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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0696  **This station is located in a suspected subsidence area (see below).
 AV0696  ___________________________________________________________________
 AV0696  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AV0696  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0696 ** and geoid heights are valid at the date of observation. These heights
 AV0696 ** must always be validated when used as control.
 AV0696 ** The orthometric height has not been validated since last determined
 AV0696 ** by differential leveling and should not be used for control purposes.
 AV0696 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0696 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0696 ** epoch indicated which incorporates improved geoid heights for the
 AV0696 ** Southern Louisiana Subsidence area.
 AV0696 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0840  **This station is located in a suspected subsidence area (see below).
 AV0840  ___________________________________________________________________
 AV0840  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0840  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0840 ** and geoid heights are valid at the date of observation. These heights
 AV0840 ** must always be validated when used as control.
 AV0840 ** The orthometric height has not been validated since last determined
 AV0840 ** by differential leveling and should not be used for control purposes.
 AV0840 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AV0840 ** The geoid height was determined by a new realization of GEOID03 for the
 AV0840 ** epoch indicated which incorporates improved geoid heights for the
 AV0840 ** Southern Louisiana Subsidence area.
 AV0840 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1094  **This station is located in a suspected subsidence area (see below).
 BH1094  ___________________________________________________________________
 BH1094  X           -       8,722.393 (meters)                     COMP
 BH1094  Y           -  -5,526,260.136 (meters)                     COMP
 BH1094  Z           -   3,173,766.550 (meters)                     COMP
 BH1094  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BH1094  ELLIP HEIGHT-         -25.436 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 BH1094 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1094 ** and geoid heights are valid at the date of observation. These heights
 BH1094 ** must always be validated when used as control.
 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 more information.
 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 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     -   1.00000399  x   0.99992593  =   0.99992992
 BH1094!UTM  16      -   1.00000399  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)  -25.418  (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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4162  **This station is located in a suspected subsidence area (see below).
 BJ4162  ___________________________________________________________________
 BJ4162  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ4162  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4162 ** and geoid heights are valid at the date of observation. These heights
 BJ4162 ** must always be validated when used as control.
 BJ4162 ** The orthometric height has not been validated since last determined
 BJ4162 ** by differential leveling and should not be used for control purposes.
 BJ4162 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4162 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4162 ** epoch indicated which incorporates improved geoid heights for the
 BJ4162 ** Southern Louisiana Subsidence area.
 BJ4162 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3302  **This station is located in a suspected subsidence area (see below).
 BJ3302  ___________________________________________________________________
 BJ3302  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ3302  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3302  DYNAMIC HT  -          33.8   (meters)     111.    (feet)  COMP
 BJ3302  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3302
 BJ3302  HORZ ORDER  -  SECOND
 BJ3302  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3302 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3302 ** and geoid heights are valid at the date of observation. These heights
 BJ3302 ** must always be validated when used as control.
 BJ3302 ** The orthometric height has not been validated since last determined
 BJ3302 ** by differential leveling and should not be used for control purposes.
 BJ3302 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3302 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3302 ** epoch indicated which incorporates improved geoid heights for the
 BJ3302 ** Southern Louisiana Subsidence area.
 BJ3302 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3302.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ3304  **This station is located in a suspected subsidence area (see below).
 BJ3304  ___________________________________________________________________
 BJ3304  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BJ3304  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BJ3304  DYNAMIC HT  -          33.6   (meters)     110.    (feet)  COMP
 BJ3304  MODELED GRAV-     979,348.9   (mgal)                       NAVD 88
 BJ3304
 BJ3304  HORZ ORDER  -  SECOND
 BJ3304  VERT ORDER  -  THIRD (See Below)
 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 scaled from a topographic map.
 BJ3304 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ3304 ** and geoid heights are valid at the date of observation. These heights
 BJ3304 ** must always be validated when used as control.
 BJ3304 ** The orthometric height has not been validated since last determined
 BJ3304 ** by differential leveling and should not be used for control purposes.
 BJ3304 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ3304 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ3304 ** epoch indicated which incorporates improved geoid heights for the
 BJ3304 ** Southern Louisiana Subsidence area.
 BJ3304 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ3304.The vertical order pertains to the NGVD 29 superseded value.
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4161  **This station is located in a suspected subsidence area (see below).
 BJ4161  ___________________________________________________________________
 BJ4161  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 BJ4161  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4223  **This station is located in a suspected subsidence area (see below).
 BJ4223  ___________________________________________________________________
 BJ4223  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 BJ4223  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1126  **This station is located in a suspected subsidence area (see below).
 AT1126  ___________________________________________________________________
 AT1126  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1126  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1126 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1126 ** and geoid heights are valid at the date of observation. These heights
 AT1126 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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)     NO CHECK  
 AT1131* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AT1131  **This station is located in a suspected subsidence area (see below).
 AT1131  ___________________________________________________________________
 AT1131  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AT1131  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AT1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AT1131 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1131 ** and geoid heights are valid at the date of observation. These heights
 AT1131 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK0725  **This station is located in a suspected subsidence area (see below).
 BK0725  ___________________________________________________________________
 BK0725  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BK0725  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BK0725  DYNAMIC HT  -          12.9   (meters)      42.    (feet)  COMP
 BK0725  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 BK0725
 BK0725  HORZ ORDER  -  SECOND
 BK0725  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BK0725 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK0725 ** and geoid heights are valid at the date of observation. These heights
 BK0725 ** must always be validated when used as control.
 BK0725 ** The orthometric height has not been validated since last determined
 BK0725 ** by differential leveling and should not be used for control purposes.
 BK0725 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK0725 ** The geoid height was determined by a new realization of GEOID03 for the
 BK0725 ** epoch indicated which incorporates improved geoid heights for the
 BK0725 ** Southern Louisiana Subsidence area.
 BK0725 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BK0725.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2971  **This station is located in a suspected subsidence area (see below).
 BK2971  ___________________________________________________________________
 BK2971  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BK2971  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1358  **This station is located in a suspected 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 was scaled from a topographic map.
 BJ1358 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1358 ** and geoid heights are valid at the date of observation. These heights
 BJ1358 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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 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 16.7
 BJ3835:SPC MS W     -  LIVERPOOL SHELL PIPELINE CO MW           260 40 33.2
 BJ3835:UTM  15      -  LIVERPOOL SHELL PIPELINE CO MW           259 18 17.0
 BJ3835
 BJ3835|---------------------------------------------------------------------|
 BJ3835| PID    Reference Object                     Distance      Geod. Az  |
 BJ3835|                                                           dddmmss.s |
 BJ3835| BJ4584 LIVERPOOL SHELL PIPELINE CO MW      APPROX. 6.3 KM 2603028.0 |
 BJ3835| BJ3833 FORD AZ MK                                         2761536.4 |
 BJ3835| BJ3834 FORD RM 1                            14.043 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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                                 14.043 METERS 10224     |
 BJ3834| BJ4579 VENABLE                             APPROX. 6.0 KM 2371219.3 |
 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4925  **This station is located in a suspected subsidence area (see below).
 BJ4925  ___________________________________________________________________
 BJ4925  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BJ4925  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4925 ** and geoid heights are valid at the date of observation. These heights
 BJ4925 ** must always be validated when used as control.
 BJ4925 ** The orthometric height has not been validated since last determined
 BJ4925 ** by differential leveling and should not be used for control purposes.
 BJ4925 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4925 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4925 ** epoch indicated which incorporates improved geoid heights for the
 BJ4925 ** Southern Louisiana Subsidence area.
 BJ4925 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2618  ___________________________________________________________________
 BX2618  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BX2618  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 BX2617  ___________________________________________________________________
 BX2617  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BX2617  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP2892  ___________________________________________________________________
 CP2892  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CP2892  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3447  **This station is located in a suspected subsidence area (see below).
 AU3447  ___________________________________________________________________
 AU3447  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AU3447  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3447 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3447 ** and geoid heights are valid at the date of observation. These heights
 AU3447 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0774  **This station is located in a suspected subsidence area (see below).
 AV0774  ___________________________________________________________________
 AV0774  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AV0774  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0774 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0774 ** and geoid heights are valid at the date of observation. These heights
 AV0774 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1025  **This station is located in a suspected subsidence area (see below).
 AT1025  ___________________________________________________________________
 AT1025  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AT1025  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1025 ** and geoid heights are valid at the date of observation. These heights
 AT1025 ** must always be validated when used as control.
 AT1025 ** The orthometric height has not been validated since last determined
 AT1025 ** by differential leveling and should not be used for control purposes.
 AT1025 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1025 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1025 ** epoch indicated which incorporates improved geoid heights for the
 AT1025 ** Southern Louisiana Subsidence area.
 AT1025 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2998  **This station is located in a suspected subsidence area (see below).
 AU2998  ___________________________________________________________________
 AU2998  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AU2998  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU2998 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2998 ** and geoid heights are valid at the date of observation. These heights
 AU2998 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2777  **This station is located in a suspected subsidence area (see below).
 BH2777  ___________________________________________________________________
 BH2777  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BH2777  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2812  **This station is located in a suspected subsidence area (see below).
 BH2812  ___________________________________________________________________
 BH2812  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BH2812  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BH2812 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2812 ** and geoid heights are valid at the date of observation. These heights
 BH2812 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CP3041  ___________________________________________________________________
 CP3041  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CP3041  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2936  ___________________________________________________________________
 CQ2936  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CQ2936  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 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 = MARCH 13, 2009
 AU1644 ***********************************************************************
 AU1644  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 41 41.31287(N)    091 27 44.84548(W)     ADJUSTED  
 AU1644* NAVD 88     -         2.13   (meters)       7.0    (feet)  GPS OBS(2006.81)
 AU1644  **This station is located in a suspected subsidence area (see below).
 AU1644  ___________________________________________________________________
 AU1644  EPOCH DATE  -        2002.00
 AU1644  X           -    -141,520.917 (meters)                     COMP
 AU1644  Y           -  -5,543,267.113 (meters)                     COMP
 AU1644  Z           -   3,141,019.250 (meters)                     COMP
 AU1644  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AU1644  ELLIP HEIGHT-         -23.445 (meters)          (03/12/08) ADJUSTED
 AU1644  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 AU1644  HORZ ORDER  -  A
 AU1644  ELLP ORDER  -  THIRD     CLASS I
 AU1644
 AU1644.The horizontal coordinates were established by GPS observations
 AU1644.and adjusted by the National Geodetic Survey in March 2008.
 AU1644
 AU1644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1644.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1644.The horizontal coordinates are valid at the epoch date displayed above.
 AU1644.The epoch date for horizontal control is a decimal equivalence
 AU1644.of Year/Month/Day.
 AU1644
 AU1644.The orthometric height was determined by GPS observations and a
 AU1644.high-resolution geoid model.
 AU1644 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1644 ** and geoid heights are valid at the date of observation. These heights
 AU1644 ** must always be validated when used as control.
 AU1644 ** The orthometric height was determined by GPS observations using
 AU1644 ** precise GPS observation and processing techniques and a new
 AU1644 ** realization of GEOID03. It supersedes any height that may have been
 AU1644 ** previously determined for this station.
 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
 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     -   132,445.435   987,504.139   MT  0.99993992   -0 03 52.4
 AU1644;SPC LA S     -   434,531.40  3,239,836.50   sFT  0.99993992   -0 03 52.4
 AU1644;UTM  15      - 3,285,957.399   648,753.261   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 15.2
 AU1644:UTM  15      -  OAKLAWN SOUTH COAST MILL TANK            001 46 40.3
 AU1644
 AU1644|---------------------------------------------------------------------|
 AU1644| PID    Reference Object                     Distance      Geod. Az  |
 AU1644|                                                           dddmmss.s |
 AU1644| AU2412 OAKLAWN SOUTH COAST MILL TANK       APPROX.16.5 KM 0023222.8 |
 AU1644| AU2414 CENTERVILLE CATHOLIC CH SPIRE       APPROX. 7.8 KM 0243601.5 |
 AU1644| AU1643 FOSTER RM 1                          32.571 METERS 02644     |
 AU1644| AU2413 GERMANIA                            APPROX. 8.6 KM 0291545.2 |
 AU1644| AU2404 OLD NORTH BEND SUGAR MILL STK       APPROX. 1.6 KM 2175458.0 |
 AU1644| AU2411 FRANKLIN STERLING MILL TANK         APPROX.12.5 KM 3462622.5 |
 AU1644| AU2409 ALICE J W FOSTER SUGAR MILL TK      APPROX. 8.4 KM 3490054.1 |
 AU1644|---------------------------------------------------------------------|
 AU1644
 AU1644                          SUPERSEDED SURVEY CONTROL
 AU1644
 AU1644  NAD 83(2007)-  29 41 41.31204(N)    091 27 44.84555(W) AD(       ) 0
 AU1644  ELLIP H (02/10/07)  -23.414  (m)                       GP(       )    
 AU1644  NAD 83(1992)-  29 41 41.31050(N)    091 27 44.83884(W) AD(       ) 1
 AU1644  ELLIP H (02/20/02)  -23.443  (m)                       GP(       ) 4 1
 AU1644  NAD 83(1992)-  29 41 41.31050(N)    091 27 44.83884(W) AD(       ) 1
 AU1644  ELLIP H (01/21/93)  -23.437  (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_PROJECTION: FLUSH
 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 - May 09, 2006
 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  HISTORY     - 20060509 GOOD             NGS
 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'
 AU1644
 AU1644                          STATION RECOVERY (2006)
 AU1644
 AU1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1644'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1311  **This station is located in a suspected subsidence area (see below).
 AT1311  ___________________________________________________________________
 AT1311  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AT1311  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3064  **This station is located in a suspected subsidence area (see below).
 AU3064  ___________________________________________________________________
 AU3064  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU3064  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AU3064 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3064 ** and geoid heights are valid at the date of observation. These heights
 AU3064 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3438  **This station is located in a suspected subsidence area (see below).
 AU3438  ___________________________________________________________________
 AU3438  X           -    -193,678.768 (meters)                     COMP
 AU3438  Y           -  -5,549,423.522 (meters)                     COMP
 AU3438  Z           -   3,127,425.751 (meters)                     COMP
 AU3438  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AU3438  ELLIP HEIGHT-         -24.224 (meters)          (01/21/93) ADJUSTED
 AU3438  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3438 ** and geoid heights are valid at the date of observation. These heights
 AU3438 ** must always be validated when used as control.
 AU3438 ** The orthometric height has not been validated since last determined
 AU3438 ** by differential leveling and should not be used for control purposes.
 AU3438 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3438 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3438 ** epoch indicated which incorporates improved geoid heights for the
 AU3438 ** Southern Louisiana Subsidence area.
 AU3438 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1223  **This station is located in a suspected subsidence area (see below).
 AT1223  ___________________________________________________________________
 AT1223  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AT1223  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3181  ___________________________________________________________________
 CQ3181  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CQ3181  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2959  **This station is located in a suspected subsidence area (see below).
 AU2959  ___________________________________________________________________
 AU2959  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AU2959  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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(2007)-  29 19 35.00033(N)    091 09 11.60963(W)     NO CHECK  
 AU3259* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3259  **This station is located in a suspected subsidence area (see below).
 AU3259  ___________________________________________________________________
 AU3259  EPOCH DATE  -        2002.00
 AU3259  X           -    -112,006.209 (meters)                     COMP
 AU3259  Y           -  -5,564,063.365 (meters)                     COMP
 AU3259  Z           -   3,105,481.111 (meters)                     COMP
 AU3259  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3259  ELLIP HEIGHT-         -21.646 (meters)          (02/10/07) NO CHECK
 AU3259  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU3259
 AU3259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3259  Type    PID    Designation                      North   East  Ellip
 AU3259  -------------------------------------------------------------------
 AU3259  NETWORK AU3259 FOURLEAGUE BAY                    9.60  11.02  40.57
 AU3259  -------------------------------------------------------------------
 AU3259
 AU3259.The horizontal coordinates were established by GPS observations
 AU3259.and adjusted by the National Geodetic Survey in February 2007.
 AU3259
 AU3259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3259.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3259.No horizontal observational check was made to the station.
 AU3259.The horizontal coordinates are valid at the epoch date displayed above.
 AU3259.The epoch date for horizontal control is a decimal equivalence
 AU3259.of Year/Month/Day.
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3259 ** and geoid heights are valid at the date of observation. These heights
 AU3259 ** must always be validated when used as control.
 AU3259 ** The orthometric height has not been validated since last determined
 AU3259 ** by differential leveling and should not be used for control purposes.
 AU3259 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3259 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3259 ** epoch indicated which incorporates improved geoid heights for the
 AU3259 ** Southern Louisiana Subsidence area.
 AU3259 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -    91,616.370 1,017,494.051   MT  0.99999452   +0 05 24.2
 AU3259;SPC LA S     -   300,578.04  3,338,228.40   sFT  0.99999452   +0 05 24.2
 AU3259;UTM  15      - 3,245,563.394   679,324.056   MT  0.99999681   +0 54 17.1
 AU3259
 AU3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU3259!SPC LA S     -   1.00000340  x   0.99999452  =   0.99999792
 AU3259!UTM  15      -   1.00000340  x   0.99999681  =   1.00000021
 AU3259
 AU3259                          SUPERSEDED SURVEY CONTROL
 AU3259
 AU3259  ELLIP H (07/18/02)  -21.215  (m)                       GP(       ) 4 2
 AU3259  NAD 83(1992)-  29 19 34.99775(N)    091 09 11.60981(W) AD(       ) 1
 AU3259  ELLIP H (01/21/93)  -21.480  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  30 11 50.23422(N)    093 10 47.00736(W)     ADJUSTED  
 BK3299* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3299  **This station is located in a suspected subsidence area (see below).
 BK3299  ___________________________________________________________________
 BK3299  EPOCH DATE  -        2002.00
 BK3299  X           -    -306,033.119 (meters)                     COMP
 BK3299  Y           -  -5,508,779.901 (meters)                     COMP
 BK3299  Z           -   3,189,286.203 (meters)                     COMP
 BK3299  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 BK3299  ELLIP HEIGHT-         -17.368 (meters)          (02/10/07) ADJUSTED
 BK3299  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BK3299
 BK3299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3299  Type    PID    Designation                      North   East  Ellip
 BK3299  -------------------------------------------------------------------
 BK3299  NETWORK BK3299 FOURTEEN                          1.61   1.29   3.45
 BK3299  -------------------------------------------------------------------
 BK3299
 BK3299.The horizontal coordinates were established by GPS observations
 BK3299.and adjusted by the National Geodetic Survey in February 2007.
 BK3299
 BK3299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3299.The horizontal coordinates are valid at the epoch date displayed above.
 BK3299.The epoch date for horizontal control is a decimal equivalence
 BK3299.of Year/Month/Day.
 BK3299
 BK3299.The orthometric height was determined by GPS observations and a
 BK3299.high-resolution geoid model.
 BK3299 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3299 ** and geoid heights are valid at the date of observation. These heights
 BK3299 ** must always be validated when used as control.
 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 more information.
 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
 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     -   189,567.256   822,221.901   MT  0.99993160   -0 55 23.6
 BK3299;SPC LA S     -   621,938.57  2,697,573.02   sFT  0.99993160   -0 55 23.6
 BK3299;UTM  15      - 3,340,660.357   482,700.386   MT  0.99960369   -0 05 25.4
 BK3299
 BK3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3299!SPC LA S     -   1.00000273  x   0.99993160  =   0.99993433
 BK3299!UTM  15      -   1.00000273  x   0.99960369  =   0.99960642
 BK3299
 BK3299                          SUPERSEDED SURVEY CONTROL
 BK3299
 BK3299  ELLIP H (02/20/02)  -17.312  (m)                       GP(       ) 4 1
 BK3299  NAD 83(1992)-  30 11 50.23129(N)    093 10 47.00260(W) AD(       ) 1
 BK3299  ELLIP H (01/13/95)  -17.223  (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)  -17.278  (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     3  
 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: 15RVP8270040660(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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 RM 1                              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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2872  **This station is located in a suspected subsidence area (see below).
 BK2872  ___________________________________________________________________
 BK2872  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK2872  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2872 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2872 ** and geoid heights are valid at the date of observation. These heights
 BK2872 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3439  **This station is located in a suspected subsidence area (see below).
 AU3439  ___________________________________________________________________
 AU3439  X           -    -148,139.443 (meters)                     COMP
 AU3439  Y           -  -5,537,834.637 (meters)                     COMP
 AU3439  Z           -   3,150,217.702 (meters)                     COMP
 AU3439  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AU3439  ELLIP HEIGHT-         -25.093 (meters)          (01/21/93) ADJUSTED
 AU3439  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3439 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3439 ** and geoid heights are valid at the date of observation. These heights
 AU3439 ** must always be validated when used as control.
 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 more information.
 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
 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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3346  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3346 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3346 ** and geoid heights are valid at the date of observation. These heights
 AU3346 ** must always be validated when used as control.
 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 more information.
 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 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| AU0152 FRANKLIN RESET                      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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3493  **This station is located in a suspected subsidence area (see below).
 AU3493  ___________________________________________________________________
 AU3493  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AU3493  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3493 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3493 ** and geoid heights are valid at the date of observation. These heights
 AU3493 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3347  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3347 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3347 ** and geoid heights are valid at the date of observation. These heights
 AU3347 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3348  **This station is located in a suspected 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 was scaled from a topographic map.
 AU3348 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3348 ** and geoid heights are valid at the date of observation. These heights
 AU3348 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2410  **This station is located in a suspected subsidence area (see below).
 AU2410  ___________________________________________________________________
 AU2410  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2410  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2527  **This station is located in a suspected subsidence area (see below).
 AU2527  ___________________________________________________________________
 AU2527  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AU2527  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2525  **This station is located in a suspected subsidence area (see below).
 AU2525  ___________________________________________________________________
 AU2525  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2525  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2526  **This station is located in a suspected subsidence area (see below).
 AU2526  ___________________________________________________________________
 AU2526  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU2526  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2411  **This station is located in a suspected subsidence area (see below).
 AU2411  ___________________________________________________________________
 AU2411  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AU2411  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4144  **This station is located in a suspected subsidence area (see below).
 BJ4144  ___________________________________________________________________
 BJ4144  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BJ4144  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4143  **This station is located in a suspected subsidence area (see below).
 BJ4143  ___________________________________________________________________
 BJ4143  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 BJ4143  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4145  **This station is located in a suspected subsidence area (see below).
 BJ4145  ___________________________________________________________________
 BJ4145  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 BJ4145  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  30 13 38.82760(N)    093 23 21.11990(W)     ADJUSTED  
 BK3300* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3300  **This station is located in a suspected subsidence area (see below).
 BK3300  ___________________________________________________________________
 BK3300  EPOCH DATE  -        2002.00
 BK3300  X           -    -326,071.569 (meters)                     COMP
 BK3300  Y           -  -5,505,939.304 (meters)                     COMP
 BK3300  Z           -   3,192,172.913 (meters)                     COMP
 BK3300  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3300  ELLIP HEIGHT-         -23.352 (meters)          (02/10/07) ADJUSTED
 BK3300  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BK3300
 BK3300  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3300  Type    PID    Designation                      North   East  Ellip
 BK3300  -------------------------------------------------------------------
 BK3300  NETWORK BK3300 FRASCH                            1.45   1.16   3.18
 BK3300  -------------------------------------------------------------------
 BK3300
 BK3300.The horizontal coordinates were established by GPS observations
 BK3300.and adjusted by the National Geodetic Survey in February 2007.
 BK3300
 BK3300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3300.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3300.The horizontal coordinates are valid at the epoch date displayed above.
 BK3300.The epoch date for horizontal control is a decimal equivalence
 BK3300.of Year/Month/Day.
 BK3300
 BK3300.The orthometric height was determined by GPS observations and a
 BK3300.high-resolution geoid model.
 BK3300 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3300 ** and geoid heights are valid at the date of observation. These heights
 BK3300 ** must always be validated when used as control.
 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 more information.
 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
 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     -   193,253.869   802,114.761   MT  0.99993353   -1 01 40.7
 BK3300;SPC LA S     -   634,033.74  2,631,604.85   sFT  0.99993353   -1 01 40.7
 BK3300;UTM  15      - 3,344,053.364   462,548.317   MT  0.99961730   -0 11 45.4
 BK3300
 BK3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3300!SPC LA S     -   1.00000367  x   0.99993353  =   0.99993720
 BK3300!UTM  15      -   1.00000367  x   0.99961730  =   0.99962097
 BK3300
 BK3300                          SUPERSEDED SURVEY CONTROL
 BK3300
 BK3300  ELLIP H (02/20/02)  -23.298  (m)                       GP(       ) 4 1
 BK3300  NAD 83(1992)-  30 13 38.82464(N)    093 23 21.11665(W) AD(       ) 1
 BK3300  ELLIP H (01/13/95)  -23.213  (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)  -23.377  (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     3  
 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 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 = MARCH 13, 2009
 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)     NO CHECK  
 BK3301* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3301  **This station is located in a suspected subsidence area (see below).
 BK3301  ___________________________________________________________________
 BK3301  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BK3301  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3301 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3301 ** and geoid heights are valid at the date of observation. These heights
 BK3301 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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  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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2785  **This station is located in a suspected subsidence area (see below).
 BK2785  ___________________________________________________________________
 BK2785  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2785  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2785 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2785 ** and geoid heights are valid at the date of observation. These heights
 BK2785 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK2800  **This station is located in a suspected subsidence area (see below).
 BK2800  ___________________________________________________________________
 BK2800  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BK2800  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK2800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK2800 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK2800 ** and geoid heights are valid at the date of observation. These heights
 BK2800 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1157  **This station is located in a suspected subsidence area (see below).
 AT1157  ___________________________________________________________________
 AT1157  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AT1157  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2866  **This station is located in a suspected subsidence area (see below).
 AU2866  ___________________________________________________________________
 AU2866  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AU2866  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4517  **This station is located in a suspected subsidence area (see below).
 BJ4517  ___________________________________________________________________
 BJ4517  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BJ4517  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4517 ** and geoid heights are valid at the date of observation. These heights
 BJ4517 ** must always be validated when used as control.
 BJ4517 ** The orthometric height has not been validated since last determined
 BJ4517 ** by differential leveling and should not be used for control purposes.
 BJ4517 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4517 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4517 ** epoch indicated which incorporates improved geoid heights for the
 BJ4517 ** Southern Louisiana Subsidence area.
 BJ4517 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0982  **This station is located in a suspected subsidence area (see below).
 AV0982  ___________________________________________________________________
 AV0982  X           -    -228,501.996 (meters)                     COMP
 AV0982  Y           -  -5,541,008.102 (meters)                     COMP
 AV0982  Z           -   3,139,886.857 (meters)                     COMP
 AV0982  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AV0982  ELLIP HEIGHT-         -24.612 (meters)          (06/26/02) ADJUSTED
 AV0982  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0982 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0982 ** and geoid heights are valid at the date of observation. These heights
 AV0982 ** must always be validated when used as control.
 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 more information.
 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 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  =   0.99994490
 AV0982!UTM  15      -   1.00000387  x   0.99964710  =   0.99965096
 AV0982
 AV0982                          SUPERSEDED SURVEY CONTROL
 AV0982
 AV0982  ELLIP H (01/21/93)  -24.519  (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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4642  **This station is located in a suspected subsidence area (see below).
 BJ4642  ___________________________________________________________________
 BJ4642  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4642  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4642 ** and geoid heights are valid at the date of observation. These heights
 BJ4642 ** must always be validated when used as control.
 BJ4642 ** The orthometric height has not been validated since last determined
 BJ4642 ** by differential leveling and should not be used for control purposes.
 BJ4642 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4642 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4642 ** epoch indicated which incorporates improved geoid heights for the
 BJ4642 ** Southern Louisiana Subsidence area.
 BJ4642 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2876  ___________________________________________________________________
 CQ2876  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CQ2876  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4357  **This station is located in a suspected subsidence area (see below).
 BJ4357  ___________________________________________________________________
 BJ4357  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ4357  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4357 ** and geoid heights are valid at the date of observation. These heights
 BJ4357 ** must always be validated when used as control.
 BJ4357 ** The orthometric height has not been validated since last determined
 BJ4357 ** by differential leveling and should not be used for control purposes.
 BJ4357 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4357 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4357 ** epoch indicated which incorporates improved geoid heights for the
 BJ4357 ** Southern Louisiana Subsidence area.
 BJ4357 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0749  **This station is located in a suspected subsidence area (see below).
 AV0749  ___________________________________________________________________
 AV0749  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AV0749  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0749 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0749 ** and geoid heights are valid at the date of observation. These heights
 AV0749 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0387  **This station is located in a suspected subsidence area (see below).
 AV0387  ___________________________________________________________________
 AV0387  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AV0387  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV0387 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0387 ** and geoid heights are valid at the date of observation. These heights
 AV0387 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4362  **This station is located in a suspected subsidence area (see below).
 BJ4362  ___________________________________________________________________
 BJ4362  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ4362  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4362 ** and geoid heights are valid at the date of observation. These heights
 BJ4362 ** must always be validated when used as control.
 BJ4362 ** The orthometric height has not been validated since last determined
 BJ4362 ** by differential leveling and should not be used for control purposes.
 BJ4362 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4362 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4362 ** epoch indicated which incorporates improved geoid heights for the
 BJ4362 ** Southern Louisiana Subsidence area.
 BJ4362 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 RM 2                            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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4361  **This station is located in a suspected subsidence area (see below).
 BJ4361  ___________________________________________________________________
 BJ4361  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BJ4361  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4514  **This station is located in a suspected subsidence area (see below).
 BJ4514  ___________________________________________________________________
 BJ4514  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4514  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2995  ___________________________________________________________________
 CQ2995  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CQ2995  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3025  ___________________________________________________________________
 CQ3025  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CQ3025  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3244  ___________________________________________________________________
 CQ3244  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CQ3244  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3297  **This station is located in a suspected subsidence area (see below).
 AU3297  ___________________________________________________________________
 AU3297  X           -     -12,142.958 (meters)                     COMP
 AU3297  Y           -  -5,529,747.228 (meters)                     COMP
 AU3297  Z           -   3,167,713.146 (meters)                     COMP
 AU3297  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AU3297  ELLIP HEIGHT-         -27.125 (meters)          (09/30/02) ADJUSTED
 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 was scaled from a topographic map.
 AU3297 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3297 ** and geoid heights are valid at the date of observation. These heights
 AU3297 ** must always be validated when used as control.
 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 more information.
 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 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)  -27.097  (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  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 NOT SUITABLE FOR
 AU3297+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2007
 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  HISTORY     - 20070406 GOOD             INDIV
 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.
 AU3297
 AU3297                          STATION RECOVERY (2007)
 AU3297
 AU3297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (WJM)
 AU3297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3330  **This station is located in a suspected subsidence area (see below).
 AU3330  ___________________________________________________________________
 AU3330  X           -     -11,799.872 (meters)                     COMP
 AU3330  Y           -  -5,529,799.297 (meters)                     COMP
 AU3330  Z           -   3,167,624.703 (meters)                     COMP
 AU3330  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AU3330  ELLIP HEIGHT-         -26.847 (meters)          (01/21/03) ADJUSTED
 AU3330  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU3330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU3330 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3330 ** and geoid heights are valid at the date of observation. These heights
 AU3330 ** must always be validated when used as control.
 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 more information.
 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
 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)  -26.814  (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     3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4611  **This station is located in a suspected subsidence area (see below).
 BJ4611  ___________________________________________________________________
 BJ4611  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4611  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4611 ** and geoid heights are valid at the date of observation. These heights
 BJ4611 ** must always be validated when used as control.
 BJ4611 ** The orthometric height has not been validated since last determined
 BJ4611 ** by differential leveling and should not be used for control purposes.
 BJ4611 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4611 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4611 ** epoch indicated which incorporates improved geoid heights for the
 BJ4611 ** Southern Louisiana Subsidence area.
 BJ4611 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4628  **This station is located in a suspected subsidence area (see below).
 BJ4628  ___________________________________________________________________
 BJ4628  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 BJ4628  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4628 ** and geoid heights are valid at the date of observation. These heights
 BJ4628 ** must always be validated when used as control.
 BJ4628 ** The orthometric height has not been validated since last determined
 BJ4628 ** by differential leveling and should not be used for control purposes.
 BJ4628 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4628 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4628 ** epoch indicated which incorporates improved geoid heights for the
 BJ4628 ** Southern Louisiana Subsidence area.
 BJ4628 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4627  **This station is located in a suspected subsidence area (see below).
 BJ4627  ___________________________________________________________________
 BJ4627  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4627  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4627 ** and geoid heights are valid at the date of observation. These heights
 BJ4627 ** must always be validated when used as control.
 BJ4627 ** The orthometric height has not been validated since last determined
 BJ4627 ** by differential leveling and should not be used for control purposes.
 BJ4627 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4627 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4627 ** epoch indicated which incorporates improved geoid heights for the
 BJ4627 ** Southern Louisiana Subsidence area.
 BJ4627 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4612  **This station is located in a suspected subsidence area (see below).
 BJ4612  ___________________________________________________________________
 BJ4612  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BJ4612  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4612 ** and geoid heights are valid at the date of observation. These heights
 BJ4612 ** must always be validated when used as control.
 BJ4612 ** The orthometric height has not been validated since last determined
 BJ4612 ** by differential leveling and should not be used for control purposes.
 BJ4612 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4612 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4612 ** epoch indicated which incorporates improved geoid heights for the
 BJ4612 ** Southern Louisiana Subsidence area.
 BJ4612 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV0660  **This station is located in a suspected subsidence area (see below).
 AV0660  ___________________________________________________________________
 AV0660  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AV0660  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 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 was scaled from a topographic map.
 AV0660 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV0660 ** and geoid heights are valid at the date of observation. These heights
 AV0660 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1280  **This station is located in a suspected subsidence area (see below).
 AT1280  ___________________________________________________________________
 AT1280  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AT1280  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1280 ** and geoid heights are valid at the date of observation. These heights
 AT1280 ** must always be validated when used as control.
 AT1280 ** The orthometric height has not been validated since last determined
 AT1280 ** by differential leveling and should not be used for control purposes.
 AT1280 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1280 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1280 ** epoch indicated which incorporates improved geoid heights for the
 AT1280 ** Southern Louisiana Subsidence area.
 AT1280 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 49 57.76849(N)    090 27 41.92988(W)     ADJUSTED  
 AU0316* NAVD 88     -         0.31   (meters)       1.0    (feet)  GPS OBS(2006.81)
 AU0316  **This station is located in a suspected subsidence area (see below).
 AU0316  ___________________________________________________________________
 AU0316  EPOCH DATE  -        2002.00
 AU0316  X           -     -44,616.477 (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-         -25.430 (meters)          (03/12/08) ADJUSTED
 AU0316  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 AU0316
 AU0316  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0316  Type    PID    Designation                      North   East  Ellip
 AU0316  -------------------------------------------------------------------
 AU0316  NETWORK AU0316 G 165                             0.71   0.61   1.65
 AU0316  -------------------------------------------------------------------
 AU0316  ELLP ORDER  -  THIRD     CLASS I
 AU0316
 AU0316.The horizontal coordinates were established by GPS observations
 AU0316.and adjusted by the National Geodetic Survey in February 2007.
 AU0316
 AU0316.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0316.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU0316.high-resolution geoid model.
 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 by GPS observations using
 AU0316 ** precise GPS observation and processing techniques and a new
 AU0316 ** realization of GEOID03. It supersedes any height that may have been
 AU0316 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU0316;SPC LA S     -   148,044.289 1,084,239.751   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   745,268.639   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  ELLIP H (02/10/07)  -25.425  (m)                       GP(       )    
 AU0316  NAD 83(1992)-  29 49 57.76847(N)    090 27 41.92983(W) AD(2004.65) B
 AU0316  ELLIP H (06/22/05)  -25.427  (m)                       GP(2004.65) 4 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 - May 01, 2006
 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  HISTORY     - 20060501 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.
 AU0316
 AU0316                          STATION RECOVERY (2006)
 AU0316
 AU0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU0316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ0790 ***********************************************************************
 BJ0790  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 25 15.89132(N)    091 26 17.26945(W)     ADJUSTED  
 BJ0790* NAVD 88     -         6.29   (meters)      20.6    (feet)  GPS OBS(2006.81)
 BJ0790  **This station is located in a suspected subsidence area (see below).
 BJ0790  ___________________________________________________________________
 BJ0790  EPOCH DATE  -        2002.00
 BJ0790  X           -    -138,155.338 (meters)                     COMP
 BJ0790  Y           -  -5,503,016.538 (meters)                     COMP
 BJ0790  Z           -   3,210,702.455 (meters)                     COMP
 BJ0790  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BJ0790  ELLIP HEIGHT-         -21.036 (meters)          (03/12/08) ADJUSTED
 BJ0790  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BJ0790  HORZ ORDER  -  A
 BJ0790  ELLP ORDER  -  THIRD     CLASS I
 BJ0790
 BJ0790.The horizontal coordinates were established by GPS observations
 BJ0790.and adjusted by the National Geodetic Survey in March 2008.
 BJ0790
 BJ0790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0790.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0790.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0790.The epoch date for horizontal control is a decimal equivalence
 BJ0790.of Year/Month/Day.
 BJ0790
 BJ0790.The orthometric height was determined by GPS observations and a
 BJ0790.high-resolution geoid model.
 BJ0790 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0790 ** and geoid heights are valid at the date of observation. These heights
 BJ0790 ** must always be validated when used as control.
 BJ0790 ** The orthometric height was determined by GPS observations using
 BJ0790 ** precise GPS observation and processing techniques and a new
 BJ0790 ** realization of GEOID03. It supersedes any height that may have been
 BJ0790 ** previously determined for this station.
 BJ0790 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0790 ** epoch indicated which incorporates improved geoid heights for the
 BJ0790 ** Southern Louisiana Subsidence area.
 BJ0790 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ0790
 BJ0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BJ0790
 BJ0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 BJ0790
 BJ0790.The ellipsoidal height was determined by GPS observations
 BJ0790.and is referenced to NAD 83.
 BJ0790
 BJ0790.The geoid height was determined by GEOID03.
 BJ0790
 BJ0790;                    North         East     Units Scale Factor Converg.
 BJ0790;SPC LA S     -   212,947.313   989,931.961   MT  0.99995254   -0 03 08.6
 BJ0790;SPC LA S     -   698,644.64  3,247,801.78   sFT  0.99995254   -0 03 08.6
 BJ0790;UTM  15      - 3,366,481.469   650,007.806   MT  0.99987761   +0 47 27.6
 BJ0790
 BJ0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0790!SPC LA S     -   1.00000330  x   0.99995254  =   0.99995584
 BJ0790!UTM  15      -   1.00000330  x   0.99987761  =   0.99988091
 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: 15RXP5000866481(NAD 83)
 BJ0790_MARKER: DB = BENCH MARK DISK
 BJ0790_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BJ0790_SP_SET: OLD SEMAPHORE BASE
 BJ0790_STAMPING: G 18 1934
 BJ0790_MARK LOGO: CGS   
 BJ0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 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     - 20060518 GOOD             NGS
 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 NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0790'MARK RECOVERED IN GOOD CONDITION.  MARK SETS ON TOP OF SEMAPHORE WHICH
 BJ0790'IS 2 FT (0.6 M) ABOVE SLOPING GROUND SURFACE.
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BW0055 ***********************************************************************
 BW0055  HT_MOD      -  This is a 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(2007)-  31 00 29.21267(N)    091 45 35.37736(W)     ADJUSTED  
 BW0055* NAVD 88     -        14.32   (meters)      47.0    (feet)  GPS OBS   
 BW0055  ___________________________________________________________________
 BW0055  EPOCH DATE  -        2002.00
 BW0055  X           -    -168,029.990 (meters)                     COMP
 BW0055  Y           -  -5,468,936.055 (meters)                     COMP
 BW0055  Z           -   3,266,658.046 (meters)                     COMP
 BW0055  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 BW0055  ELLIP HEIGHT-         -12.815 (meters)          (02/10/07) ADJUSTED
 BW0055  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BW0055
 BW0055  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW0055  Type    PID    Designation                      North   East  Ellip
 BW0055  -------------------------------------------------------------------
 BW0055  NETWORK BW0055 G 208 RESET 1976                  0.39   0.39   0.90
 BW0055  -------------------------------------------------------------------
 BW0055
 BW0055.The horizontal coordinates were established by GPS observations
 BW0055.and adjusted by the National Geodetic Survey in February 2007.
 BW0055
 BW0055.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW0055.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW0055.The horizontal coordinates are valid at the epoch date displayed above.
 BW0055.The epoch date for horizontal control is a decimal equivalence
 BW0055.of Year/Month/Day.
 BW0055
 BW0055.The orthometric height was determined by GPS observations and a
 BW0055.high-resolution geoid model.
 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
 BW0055.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BW0055;SPC LA S     -   278,100.244   959,268.316   MT  1.00008004   -0 12 47.7
 BW0055;SPC LA S     -   912,400.55  3,147,199.47   sFT  1.00008004   -0 12 47.7
 BW0055;UTM  15      - 3,431,161.361   618,388.771   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  NAD 83(1992)-  31 00 29.21261(N)    091 45 35.37714(W) AD(       ) B
 BW0055  ELLIP H (12/29/04)  -12.815  (m)                       GP(       ) 4 1
 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 - October 31, 2006
 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  HISTORY     - 20061031 GOOD             JCLS
 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.
 BW0055
 BW0055                          STATION RECOVERY (2006)
 BW0055
 BW0055'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BW0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 DH3817 ***********************************************************************
 DH3817  HT_MOD      -  This is a 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(2007)-  29 47 06.03079(N)    093 05 56.92510(W)     ADJUSTED  
 DH3817* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 DH3817  **This station is located in a suspected subsidence area (see below).
 DH3817  ___________________________________________________________________
 DH3817  EPOCH DATE  -        2002.00
 DH3817  X           -    -299,520.190 (meters)                     COMP
 DH3817  Y           -  -5,532,009.039 (meters)                     COMP
 DH3817  Z           -   3,149,699.614 (meters)                     COMP
 DH3817  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DH3817  ELLIP HEIGHT-         -25.666 (meters)          (02/10/07) ADJUSTED
 DH3817  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DH3817
 DH3817  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 DH3817  Type    PID    Designation                      North   East  Ellip
 DH3817  -------------------------------------------------------------------
 DH3817  NETWORK DH3817 G 213 ECC2                        1.39   1.14   3.29
 DH3817  -------------------------------------------------------------------
 DH3817
 DH3817.The horizontal coordinates were established by GPS observations
 DH3817.and adjusted by the National Geodetic Survey in February 2007.
 DH3817
 DH3817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DH3817.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 DH3817.high-resolution geoid model.
 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 has not been validated since last determined
 DH3817 ** by differential leveling and should not be used for control purposes.
 DH3817 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 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
 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     -   143,751.647   829,275.502   MT  0.99993280   -0 52 58.5
 DH3817;SPC LA S     -   471,625.20  2,720,714.71   sFT  0.99993280   -0 52 58.5
 DH3817;UTM  15      - 3,294,967.066   490,417.064   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  NAD 83(1992)-  29 47 06.03067(N)    093 05 56.92545(W) AD(2004.65) B
 DH3817  ELLIP H (06/22/05)  -25.672  (m)                       GP(       ) 4 1
 DH3817
 DH3817.Superseded values are not recommended for survey control.
 DH3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3817.See file dsdata.txt to determine how the superseded data were derived.
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  29 29 57.71666(N)    090 34 37.85730(W)     ADJUSTED  
 AU1299* NAVD 88     -         0.99   (meters)       3.2    (feet)  GPS OBS(2006.81)
 AU1299  **This station is located in a suspected subsidence area (see below).
 AU1299  ___________________________________________________________________
 AU1299  EPOCH DATE  -        2002.00
 AU1299  X           -     -55,966.443 (meters)                     COMP
 AU1299  Y           -  -5,555,490.744 (meters)                     COMP
 AU1299  Z           -   3,122,181.721 (meters)                     COMP
 AU1299  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AU1299  ELLIP HEIGHT-         -24.008 (meters)          (03/12/08) ADJUSTED
 AU1299  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AU1299
 AU1299  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU1299  Type    PID    Designation                      North   East  Ellip
 AU1299  -------------------------------------------------------------------
 AU1299  NETWORK AU1299 G 233                             0.69   0.59   1.57
 AU1299  -------------------------------------------------------------------
 AU1299  ELLP ORDER  -  THIRD     CLASS I
 AU1299
 AU1299.The horizontal coordinates were established by GPS observations
 AU1299.and adjusted by the National Geodetic Survey in February 2007.
 AU1299
 AU1299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1299.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU1299.high-resolution geoid model.
 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 by GPS observations using
 AU1299 ** precise GPS observation and processing techniques and a new
 AU1299 ** realization of GEOID03. It supersedes any height that may have been
 AU1299 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU1299;SPC LA S     -   111,017.311 1,073,318.399   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      - 3,265,759.372   734,875.412   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 (02/10/07)  -23.996  (m)                       GP(       )    
 AU1299  NAD 83(1992)-  29 29 57.71662(N)    090 34 37.85736(W) AD(2004.65) B
 AU1299  ELLIP H (06/22/05)  -24.014  (m)                       GP(2004.65) 4 1
 AU1299  ELLIP H (02/21/02)  -23.958  (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)  -23.926  (m)                       GP(       ) 4 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: N = NO MAGNETIC MATERIAL
 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 - November 13, 2008
 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  HISTORY     - 20060501 GOOD             NGS
 AU1299  HISTORY     - 20071030 GOOD             NGS
 AU1299  HISTORY     - 20081113 GOOD             JCLS
 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.
 AU1299
 AU1299                          STATION RECOVERY (2006)
 AU1299
 AU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1299'RECOVERED AS DESCRIBED.
 AU1299
 AU1299                          STATION RECOVERY (2007)
 AU1299
 AU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AU1299'MARK RECOVERED IN GOOD CONDITION.
 AU1299
 AU1299                          STATION RECOVERY (2008)
 AU1299
 AU1299'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AU1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  31 20 40.35075(N)    091 33 53.95562(W)     ADJUSTED  
 BW1212* NAVD 88     -        15.23   (meters)      50.0    (feet)  GPS OBS   
 BW1212  ___________________________________________________________________
 BW1212  EPOCH DATE  -        2002.00
 BW1212  X           -    -148,904.129 (meters)                     COMP
 BW1212  Y           -  -5,450,174.768 (meters)                     COMP
 BW1212  Z           -   3,298,572.166 (meters)                     COMP
 BW1212  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BW1212  ELLIP HEIGHT-         -11.450 (meters)          (02/10/07) ADJUSTED
 BW1212  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BW1212
 BW1212  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BW1212  Type    PID    Designation                      North   East  Ellip
 BW1212  -------------------------------------------------------------------
 BW1212  NETWORK BW1212 G 253                             0.74   0.59   1.59
 BW1212  -------------------------------------------------------------------
 BW1212
 BW1212.The horizontal coordinates were established by GPS observations
 BW1212.and adjusted by the National Geodetic Survey in February 2007.
 BW1212
 BW1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BW1212.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BW1212.The horizontal coordinates are valid at the epoch date displayed above.
 BW1212.The epoch date for horizontal control is a decimal equivalence
 BW1212.of Year/Month/Day.
 BW1212
 BW1212.The orthometric height was determined by GPS observations and a
 BW1212.high-resolution geoid model.
 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
 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;                    North         East     Units Scale Factor Converg.
 BW1212;SPC LA N     -    94,023.467 1,088,970.719   MT  0.99996443   +0 29 39.6
 BW1212;SPC LA N     -   308,475.32  3,572,731.43   sFT  0.99996443   +0 29 39.6
 BW1212;UTM  15      - 3,468,676.192   636,506.545   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  NAD 83(1992)-  31 20 40.35020(N)    091 33 53.95510(W) AD(       ) B
 BW1212  ELLIP H (06/28/04)  -11.439  (m)                       GP(       ) 4 2
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 - July 28, 2007
 BK1055
 BK1055  HISTORY     - Date     Condition        Report By
 BK1055  HISTORY     - 1969     MONUMENTED       CGS
 BK1055  HISTORY     - 1970     GOOD             NGS
 BK1055  HISTORY     - 20050422 GOOD             USPSQD
 BK1055  HISTORY     - 20070728 GOOD             MAEC
 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.
 BK1055
 BK1055                          STATION RECOVERY (2007)
 BK1055
 BK1055'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 BK1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  30 17 21.24944(N)    090 24 06.83190(W)     ADJUSTED  
 BJ1527* NAVD 88     -         1.55   (meters)       5.1    (feet)  GPS OBS(2006.81)
 BJ1527  **This station is located in a suspected subsidence area (see below).
 BJ1527  ___________________________________________________________________
 BJ1527  EPOCH DATE  -        2002.00
 BJ1527  X           -     -38,664.206 (meters)                     COMP
 BJ1527  Y           -  -5,511,997.734 (meters)                     COMP
 BJ1527  Z           -   3,198,088.055 (meters)                     COMP
 BJ1527  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BJ1527  ELLIP HEIGHT-         -25.099 (meters)          (03/12/08) ADJUSTED
 BJ1527  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BJ1527
 BJ1527  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ1527  Type    PID    Designation                      North   East  Ellip
 BJ1527  -------------------------------------------------------------------
 BJ1527  NETWORK BJ1527 G 275                             0.43   0.43   1.04
 BJ1527  -------------------------------------------------------------------
 BJ1527  OBS GRAVITY -     979,337.8   (mgal)                       GRAV_OBS
 BJ1527
 BJ1527  ELLP ORDER  -  THIRD     CLASS I
 BJ1527
 BJ1527.The horizontal coordinates were established by GPS observations
 BJ1527.and adjusted by the National Geodetic Survey in February 2007.
 BJ1527
 BJ1527.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ1527.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ1527.The horizontal coordinates are valid at the epoch date displayed above.
 BJ1527.The epoch date for horizontal control is a decimal equivalence
 BJ1527.of Year/Month/Day.
 BJ1527
 BJ1527.The orthometric height was determined by GPS observations and a
 BJ1527.high-resolution geoid model.
 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 any height that may have been
 BJ1527 ** previously 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
 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.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     -   198,691.554 1,089,602.487   MT  0.99993836   +0 27 56.6
 BJ1527;SPC LA S     -   651,873.87  3,574,804.16   sFT  0.99993836   +0 27 56.6
 BJ1527;UTM  15      - 3,353,694.595   749,893.483   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 (02/10/07)  -25.093  (m)                       GP(       )    
 BJ1527  NAD 83(1992)-  30 17 21.24957(N)    090 24 06.83179(W) AD(       ) B
 BJ1527  ELLIP H (12/29/04)  -25.095  (m)                       GP(       ) 4 1
 BJ1527  ELLIP H (02/12/02)  -25.081  (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)  -25.003  (m)                       GP(       ) 4 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: BRIDGE ABUTMENT
 BJ1527_STAMPING: G 275 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 - May 02, 2006
 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  HISTORY     - 20060502 GOOD             NGS
 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.
 BJ1527
 BJ1527                          STATION RECOVERY (2006)
 BJ1527
 BJ1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ1527'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 AU1143 ***********************************************************************
 AU1143  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 AU1143  DESIGNATION -  G 281
 AU1143  PID         -  AU1143
 AU1143  STATE/COUNTY-  LA/PLAQUEMINES
 AU1143  USGS QUAD   -  BERTRANDVILLE (1992)
 AU1143
 AU1143                         *CURRENT SURVEY CONTROL
 AU1143  ___________________________________________________________________
 AU1143* NAD 83(2007)-  29 47 47.91479(N)    090 00 16.57668(W)     ADJUSTED  
 AU1143* NAVD 88     -         0.98   (meters)       3.2    (feet)  GPS OBS(2006.81)
 AU1143  **This station is located in a suspected subsidence area (see below).
 AU1143  ___________________________________________________________________
 AU1143  EPOCH DATE  -        2002.00
 AU1143  X           -       -,445.185 (meters)                     COMP
 AU1143  Y           -  -5,539,471.807 (meters)                     COMP
 AU1143  Z           -   3,150,819.407 (meters)                     COMP
 AU1143  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AU1143  ELLIP HEIGHT-         -24.525 (meters)          (03/12/08) ADJUSTED
 AU1143  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU1143  HORZ ORDER  -  A
 AU1143  ELLP ORDER  -  THIRD     CLASS I
 AU1143
 AU1143.The horizontal coordinates were established by GPS observations
 AU1143.and adjusted by the National Geodetic Survey in March 2008.
 AU1143
 AU1143.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1143.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1143.The horizontal coordinates are valid at the epoch date displayed above.
 AU1143.The epoch date for horizontal control is a decimal equivalence
 AU1143.of Year/Month/Day.
 AU1143
 AU1143.The orthometric height was determined by GPS observations and a
 AU1143.high-resolution geoid model.
 AU1143 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1143 ** and geoid heights are valid at the date of observation. These heights
 AU1143 ** must always be validated when used as control.
 AU1143 ** The orthometric height was determined by GPS observations using
 AU1143 ** precise GPS observation and processing techniques and a new
 AU1143 ** realization of GEOID03. It supersedes any height that may have been
 AU1143 ** previously determined for this station.
 AU1143 ** The geoid height was determined by a new realization of GEOID03 for the
 AU1143 ** epoch indicated which incorporates improved geoid heights for the
 AU1143 ** Southern Louisiana Subsidence area.
 AU1143 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 AU1143
 AU1143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AU1143
 AU1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AU1143
 AU1143.The ellipsoidal height was determined by GPS observations
 AU1143.and is referenced to NAD 83.
 AU1143
 AU1143.The geoid height was determined by GEOID03.
 AU1143
 AU1143;                    North         East     Units Scale Factor Converg.
 AU1143;SPC LA S     -   144,470.522 1,128,453.064   MT  0.99993206   +0 39 51.8
 AU1143;SPC LA S     -   473,983.70  3,702,266.43   sFT  0.99993206   +0 39 51.8
 AU1143;UTM  15      - 3,300,015.407   789,553.392   MT  1.00063459   +1 29 22.3
 AU1143;UTM  16      - 3,300,038.602   209,555.968   MT  1.00064096   -1 29 38.8
 AU1143
 AU1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1143!SPC LA S     -   1.00000385  x   0.99993206  =   0.99993591
 AU1143!UTM  15      -   1.00000385  x   1.00063459  =   1.00063844
 AU1143!UTM  16      -   1.00000385  x   1.00064096  =   1.00064481
 AU1143
 AU1143                          SUPERSEDED SURVEY CONTROL
 AU1143
 AU1143  NGVD 29 (??/??/??)    1.328  (m)            4.36   (f) ADJUSTED    1 1
 AU1143
 AU1143.Superseded values are not recommended for survey control.
 AU1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AU1143.See file dsdata.txt to determine how the superseded data were derived.
 AU1143
 AU1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8955300015(NAD 83)
 AU1143_MARKER: DB = BENCH MARK DISK
 AU1143_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AU1143_SP_SET: 102.5 FT
 AU1143_STAMPING: G 281 1970
 AU1143_MARK LOGO: CGS   
 AU1143_PROJECTION: RECESSED 25 CENTIMETERS
 AU1143_MAGNETIC: I = MARKER IS A STEEL ROD
 AU1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AU1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AU1143+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 AU1143
 AU1143  HISTORY     - Date     Condition        Report By
 AU1143  HISTORY     - 1970     MONUMENTED       NGS
 AU1143  HISTORY     - 1971     GOOD             NGS
 AU1143  HISTORY     - 1984     GOOD             NGS
 AU1143  HISTORY     - 19910619 GOOD             LADTD
 AU1143  HISTORY     - 20060404 GOOD             NGS
 AU1143
 AU1143                          STATION DESCRIPTION
 AU1143
 AU1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AU1143'2.5 MI NE FROM WOODLAWN.
 AU1143'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE WOODLAWN
 AU1143'HIGH SCHOOL AT WOODLAWN, 0.65 MILE SOUTHWEST OF THE A.A. MILLER STORE,
 AU1143'22 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 235 FEET
 AU1143'NORTH-NORTHWEST OF THE NORTH CORNER OF A PORCH ON THE NORTHWEST SIDE
 AU1143'OF A FRAME HOUSE, 243 FEET SOUTHWEST OF A FIRE HYDRANT, 118 FEET
 AU1143'NORTHEAST AND ACROSS A DRIVEWAY FROM A GAS METER, 78 FEET NORTHEAST OF
 AU1143'THE CENTER LINE OF THE DRIVEWAY, 2 1/2 FEET NORTHEAST OF POWER POLE
 AU1143'NUMBER 498, 0.5 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 AU1143'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD
 AU1143'THAT IS DRIVEN TO A DEPTH OF 102 1/2 FEET AND IS ENCASED IN A 6-INCH
 AU1143'STOVE PIPE THAT IS ENCASED BY A 12-INCH THICK LAYER OF CONCRETE THAT
 AU1143'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  SECTION 19, T 14S, R
 AU1143'12E.
 AU1143
 AU1143                          STATION RECOVERY (1984)
 AU1143
 AU1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AU1143'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES IN THE
 AU1143'DESCRIPTION, DELETE, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AU1143'HIGHWAY.  DELETE 0.5 FEET SOUTHWEST OF A METAL WITNESS POST.  ADD,
 AU1143'7.3 METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  ADD
 AU1143'O.9 METERS (3.0 FT) NORTH OF A WITNESS POST.
 AU1143
 AU1143                          STATION RECOVERY (1991)
 AU1143
 AU1143'RECOVERY NOTE BY LA TRANSP AND DEV 1991 (SLC)
 AU1143'THE STATION IS LOCATED ABOUT 22.25 MI (35.81 KM) NORTHWEST OF POINTE A
 AU1143'LA HACHE AND 3.95 MI (6.36 KM) SOUTHWEST OF SCARSDALE.
 AU1143'OWNERSHIP--LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT. TO
 AU1143'REACH THE STATION FROM THE BELLE CHASE-SCARSDALE FERRY LANDING IN
 AU1143'SCARSDALE, GO SOUTHWEST FOR 3.95 MI (6.36 KM) ON STATE HIGHWAY 39 TO
 AU1143'THE STATION SET ON THE LEFT. THE STATION IS 77.5 FT (23.6 M)
 AU1143'NORTH-NORTHEAST FROM THE CENTER OF A DRIVEWAY, 24.0 FT (7.3 M)
 AU1143'NORTHEAST FROM THE CENTER OF THE HIGHWAY, 3.0 FT (0.9 M) NORTHWEST
 AU1143'FROM POWER POLE NUMBER 498, 3.0 FT (0.9 M) NORTHWEST FROM A FIBERGLASS
 AU1143'WITNESS POST AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 AU1143
 AU1143                          STATION RECOVERY (2006)
 AU1143
 AU1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1143'RECOVERED IN GOOD CONDITION 12 FT (3.7 M) EAST OF EAST EDGE OF
 AU1143'PAVEMENT AND 3.0 FT NORTH OF POWERPOLE NUMBER 498.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 BJ0831 ***********************************************************************
 BJ0831  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  30 07 51.21248(N)    091 19 20.37359(W)     ADJUSTED  
 BJ0831* NAVD 88     -         6.80   (meters)      22.3    (feet)  GPS OBS(2006.81)
 BJ0831  **This station is located in a suspected subsidence area (see below).
 BJ0831  ___________________________________________________________________
 BJ0831  EPOCH DATE  -        2002.00
 BJ0831  X           -    -127,406.838 (meters)                     COMP
 BJ0831  Y           -  -5,519,499.719 (meters)                     COMP
 BJ0831  Z           -   3,182,921.288 (meters)                     COMP
 BJ0831  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BJ0831  ELLIP HEIGHT-         -20.072 (meters)          (02/10/07) ADJUSTED
 BJ0831  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BJ0831
 BJ0831  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0831  Type    PID    Designation                      North   East  Ellip
 BJ0831  -------------------------------------------------------------------
 BJ0831  NETWORK BJ0831 G 293                             0.47   0.59   1.43
 BJ0831  -------------------------------------------------------------------
 BJ0831
 BJ0831.The horizontal coordinates were established by GPS observations
 BJ0831.and adjusted by the National Geodetic Survey in February 2007.
 BJ0831
 BJ0831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0831.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BJ0831.The horizontal coordinates are valid at the epoch date displayed above.
 BJ0831.The epoch date for horizontal control is a decimal equivalence
 BJ0831.of Year/Month/Day.
 BJ0831
 BJ0831.The orthometric height was determined by GPS observations and a
 BJ0831.high-resolution geoid model.
 BJ0831 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ0831 ** and geoid heights are valid at the date of observation. These heights
 BJ0831 ** must always be validated when used as control.
 BJ0831 ** The orthometric height was determined by GPS observations using
 BJ0831 ** precise GPS observation and processing techniques and a new
 BJ0831 ** realization of GEOID03. It supersedes any height that may have been
 BJ0831 ** previously determined for this station.
 BJ0831 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ0831 ** epoch indicated which incorporates improved geoid heights for the
 BJ0831 ** Southern Louisiana Subsidence area.
 BJ0831 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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;                    North         East     Units Scale Factor Converg.
 BJ0831;SPC LA S     -   180,775.280 1,001,060.584   MT  0.99992831   +0 00 19.8
 BJ0831;SPC LA S     -   593,093.56  3,284,312.93   sFT  0.99992831   +0 00 19.8
 BJ0831;UTM  15      - 3,334,477.320   661,606.549   MT  0.99992222   +0 50 32.4
 BJ0831
 BJ0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0831!SPC LA S     -   1.00000315  x   0.99992831  =   0.99993146
 BJ0831!UTM  15      -   1.00000315  x   0.99992222  =   0.99992537
 BJ0831
 BJ0831                          SUPERSEDED SURVEY CONTROL
 BJ0831
 BJ0831  ELLIP H (06/20/00)  -20.090  (m)                       GP(       ) 3 1
 BJ0831  NAD 83(1992)-  30 07 51.23112(N)    091 19 20.37006(W) AD(       ) 1
 BJ0831  NAD 83(1992)-  30 07 51.21235(N)    091 19 20.37230(W) AD(       ) B
 BJ0831  ELLIP H (09/10/92)  -20.004  (m)                       GP(       ) 4 1
 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 - May 19, 2006
 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  HISTORY     - 20060519 GOOD             NGS
 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.
 BJ0831
 BJ0831                          STATION RECOVERY (2006)
 BJ0831
 BJ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0831'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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(2007)-  29 27 38.86100(N)    090 18 31.16585(W)     ADJUSTED  
 AU2028* NAVD 88     -         0.80   (meters)       2.6    (feet)  LEVELING(2006.81)
 AU2028  **This station is located in a suspected subsidence area (see below).
 AU2028  **This station is included in the VTDP model (see below).
 AU2028  ___________________________________________________________________
 AU2028  EPOCH DATE  -        2002.00
 AU2028  X           -     -29,940.604 (meters)                     COMP
 AU2028  Y           -  -5,557,796.040 (meters)                     COMP
 AU2028  Z           -   3,118,459.958 (meters)                     COMP
 AU2028  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AU2028  ELLIP HEIGHT-         -23.938 (meters)          (03/12/08) ADJUSTED
 AU2028  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 AU2028
 AU2028  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2028  Type    PID    Designation                      North   East  Ellip
 AU2028  -------------------------------------------------------------------
 AU2028  NETWORK AU2028 G 358                             1.51   1.31   4.43
 AU2028  -------------------------------------------------------------------
 AU2028  VERT ORDER  -  THIRD
 AU2028  ELLP ORDER  -  THIRD     CLASS I
 AU2028
 AU2028.The horizontal coordinates were established by GPS observations
 AU2028.and adjusted by the National Geodetic Survey in February 2007.
 AU2028
 AU2028.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2028.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 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;                    North         East     Units Scale Factor Converg.
 AU2028;SPC LA S     -   106,944.589 1,099,392.967   MT  0.99996986   +0 30 44.5
 AU2028;SPC LA S     -   350,867.37  3,606,925.09   sFT  0.99996986   +0 30 44.5
 AU2028;UTM  15      - 3,262,055.949   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  =   1.00044449
 AU2028
 AU2028                          SUPERSEDED SURVEY CONTROL
 AU2028
 AU2028  ELLIP H (02/10/07)  -23.963  (m)                       GP(       )    
 AU2028  NAD 83(1992)-  29 27 38.86103(N)    090 18 31.16586(W) AD(2004.65) B
 AU2028  ELLIP H (06/22/05)  -23.967  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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 - August 10, 2007
 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  HISTORY     - 20060502 GOOD             NGS
 AU2028  HISTORY     - 20070810 GOOD             MAEC
 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.
 AU2028
 AU2028                          STATION RECOVERY (2006)
 AU2028
 AU2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2028'RECOVERED AS DESCRIBED.
 AU2028
 AU2028                          STATION RECOVERY (2007)
 AU2028
 AU2028'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 AU2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 54 39.52070(N)    090 12 46.30718(W)     ADJUSTED  
 AU2110* NAVD 88     -         0.18   (meters)       0.6    (feet)  GPS OBS(2006.81)
 AU2110  **This station is located in a suspected subsidence area (see below).
 AU2110  ___________________________________________________________________
 AU2110  EPOCH DATE  -        2002.00
 AU2110  X           -     -20,556.545 (meters)                     COMP
 AU2110  Y           -  -5,533,123.628 (meters)                     COMP
 AU2110  Z           -   3,161,810.925 (meters)                     COMP
 AU2110  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AU2110  ELLIP HEIGHT-         -25.734 (meters)          (03/12/08) ADJUSTED
 AU2110  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 AU2110
 AU2110  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU2110  Type    PID    Designation                      North   East  Ellip
 AU2110  -------------------------------------------------------------------
 AU2110  NETWORK AU2110 G 365                             1.35   1.10   3.49
 AU2110  -------------------------------------------------------------------
 AU2110  OBS GRAVITY -     979,310.0   (mgal)                       GRAV_OBS
 AU2110
 AU2110  ELLP ORDER  -  THIRD     CLASS I
 AU2110
 AU2110.The horizontal coordinates were established by GPS observations
 AU2110.and adjusted by the National Geodetic Survey in February 2007.
 AU2110
 AU2110.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU2110.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.The orthometric height was determined by GPS observations and a
 AU2110.high-resolution geoid model.
 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 any height that may have been
 AU2110 ** previously 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
 AU2110.Photographs are available for this station.
 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.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     -   156,927.888 1,108,196.739   MT  0.99992697   +0 33 36.9
 AU2110;SPC LA S     -   514,854.25  3,635,808.80   sFT  0.99992697   +0 33 36.9
 AU2110;UTM  15      - 3,312,186.524   769,106.241   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  ELLIP H (02/10/07)  -25.721  (m)                       GP(       )    
 AU2110  NAD 83(1992)-  29 54 39.52074(N)    090 12 46.30724(W) AD(2004.65) B
 AU2110  ELLIP H (06/22/05)  -25.717  (m)                       GP(2004.65) 4 1
 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: F = FLANGE-ENCASED 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 - February 02, 2009
 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  HISTORY     - 20060430 GOOD             NGS
 AU2110  HISTORY     - 20090202 GOOD             JCLS
 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.
 AU2110
 AU2110                          STATION RECOVERY (2006)
 AU2110
 AU2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU2110'RECOVERED AS DESCRIBED.
 AU2110
 AU2110                          STATION RECOVERY (2009)
 AU2110
 AU2110'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 AU2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH1800  **This station is located in a suspected subsidence area (see below).
 BH1800  ___________________________________________________________________
 BH1800  X           -      10,761.712 (meters)                     COMP
 BH1800  Y           -  -5,525,611.559 (meters)                     COMP
 BH1800  Z           -   3,174,881.972 (meters)                     COMP
 BH1800  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BH1800  ELLIP HEIGHT-         -25.366 (meters)          (01/21/03) ADJUSTED
 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 was scaled from a topographic map.
 BH1800 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH1800 ** and geoid heights are valid at the date of observation. These heights
 BH1800 ** must always be validated when used as control.
 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 more information.
 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 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)  -25.344  (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)  -25.345  (m)                       GP(       ) 4 2
 BH1800  NAD 83(1986)-  30 02 49.58893(N)    089 53 18.27537(W) AD(       ) 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 DJ9356 ***********************************************************************
 DJ9356  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 DJ9356  DESIGNATION -  G 393
 DJ9356  PID         -  DJ9356
 DJ9356  STATE/COUNTY-  LA/ST TAMMANY
 DJ9356  USGS QUAD   -  WALDHEIM (1983)
 DJ9356
 DJ9356                         *CURRENT SURVEY CONTROL
 DJ9356  ___________________________________________________________________
 DJ9356* NAD 83(2007)-  30 35 10.35164(N)    090 04 32.04274(W)     ADJUSTED  
 DJ9356* NAVD 88     -        37.78   (meters)     123.9    (feet)  GPS OBS(2006.81)
 DJ9356  **This station is located in a suspected subsidence area (see below).
 DJ9356  ___________________________________________________________________
 DJ9356  EPOCH DATE  -        2002.00
 DJ9356  X           -      -7,247.996 (meters)                     COMP
 DJ9356  Y           -  -5,495,480.844 (meters)                     COMP
 DJ9356  Z           -   3,226,491.085 (meters)                     COMP
 DJ9356  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DJ9356  ELLIP HEIGHT-          10.588 (meters)          (03/12/08) ADJUSTED
 DJ9356  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DJ9356  HORZ ORDER  -  A
 DJ9356  ELLP ORDER  -  THIRD     CLASS I
 DJ9356
 DJ9356.The horizontal coordinates were established by GPS observations
 DJ9356.and adjusted by the National Geodetic Survey in March 2008.
 DJ9356
 DJ9356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 DJ9356.See www.ngs.noaa.gov/NationalReadjustment for more information.
 DJ9356.The horizontal coordinates are valid at the epoch date displayed above.
 DJ9356.The epoch date for horizontal control is a decimal equivalence
 DJ9356.of Year/Month/Day.
 DJ9356
 DJ9356.The orthometric height was determined by GPS observations and a
 DJ9356.high-resolution geoid model.
 DJ9356 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 DJ9356 ** and geoid heights are valid at the date of observation. These heights
 DJ9356 ** must always be validated when used as control.
 DJ9356 ** The orthometric height was determined by GPS observations using
 DJ9356 ** precise GPS observation and processing techniques and a new
 DJ9356 ** realization of GEOID03. It supersedes any height that may have been
 DJ9356 ** previously determined for this station.
 DJ9356 ** The geoid height was determined by a new realization of GEOID03 for the
 DJ9356 ** epoch indicated which incorporates improved geoid heights for the
 DJ9356 ** Southern Louisiana Subsidence area.
 DJ9356 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 DJ9356
 DJ9356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9356
 DJ9356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ9356
 DJ9356.The ellipsoidal height was determined by GPS observations
 DJ9356.and is referenced to NAD 83.
 DJ9356
 DJ9356.The geoid height was determined by GEOID03.
 DJ9356
 DJ9356;                    North         East     Units Scale Factor Converg.
 DJ9356;SPC LA S     -   231,910.354 1,120,632.456   MT  0.99997777   +0 37 44.0
 DJ9356;SPC LA S     -   760,859.22  3,676,608.32   sFT  0.99997777   +0 37 44.0
 DJ9356;UTM  15      - 3,387,388.654   780,441.434   MT  1.00057033   +1 29 20.5
 DJ9356;UTM  16      - 3,387,775.323   205,058.742   MT  1.00067328   -1 33 57.9
 DJ9356
 DJ9356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9356!SPC LA S     -   0.99999834  x   0.99997777  =   0.99997611
 DJ9356!UTM  15      -   0.99999834  x   1.00057033  =   1.00056867
 DJ9356!UTM  16      -   0.99999834  x   1.00067328  =   1.00067162
 DJ9356
 DJ9356                          SUPERSEDED SURVEY CONTROL
 DJ9356
 DJ9356.No superseded survey control is available for this station.
 DJ9356
 DJ9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15RYP8044187389(NAD 83)
 DJ9356_MARKER: F = FLANGE-ENCASED ROD
 DJ9356_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DJ9356_STAMPING: G 393 2006
 DJ9356_MARK LOGO: NGS   
 DJ9356_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9356_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9356+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2006
 DJ9356_ROD/PIPE-DEPTH: 32.9 meters
 DJ9356_SLEEVE-DEPTH  :  0.9 meters
 DJ9356
 DJ9356  HISTORY     - Date     Condition        Report By
 DJ9356  HISTORY     - 20060728 MONUMENTED       NGS
 DJ9356
 DJ9356                          STATION DESCRIPTION
 DJ9356
 DJ9356'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DJ9356'TO REACH FROM I-12 EXIT 63, U.S. HIGHWAY 190 IN COVINGTON, GO 4.0 MI
 DJ9356'(6.4 KM) NORTH ALONG U.S. 190 TO THE JUNCTION OF STATE HIGHWAY 437,
 DJ9356'THENCE RIGHT 7.2 MI (11.6 KM) NORTH ALONG LA-437 TO THE JUNCTION OF
 DJ9356'LA-1129 NORTH AND LA-40 EAST. CONTINUE 0.1 MILE (0.15 KM) NORTH ALONG
 DJ9356'LA-1129 TO THE MARK ON THE RIGHT IN LINE WITH THE EXTENDED CENTERLINE
 DJ9356'OF THE NORTH ACCESS ROAD TO A CEMETERY ON THE LEFT ACROSS THE HIGHWAY.
 DJ9356'MARK IS 112.6 FT (34.3 M) SOUTH OF THE CENTERLINE OF A DRIVE LEADING
 DJ9356'EAST, 34.0 FT (10.44 M) EAST OF THE CENTERLINE OF LA-1129, 1.8 FT
 DJ9356'(0.55 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND 3.0 FT (0.9 M)
 DJ9356'SOUTH OF A GPS ANCHOR IN CONCRETE.
 DJ9356' 
 DJ9356'ACCESS TO MARK IS THROUGH A 5 INCH (13 CM) PVC PIPE AND LOGO CAP.
 DJ9356'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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(2007)-  30 00 02.35266(N)    090 25 44.92711(W)     ADJUSTED  
 BJ0710* NAVD 88     -         8.25   (meters)      27.1    (feet)  LEVELING(2006.81)
 BJ0710  **This station is located in a suspected subsidence area (see below).
 BJ0710  **This station is included in the VTDP model (see below).
 BJ0710  ___________________________________________________________________
 BJ0710  EPOCH DATE  -        2002.00
 BJ0710  X           -     -41,405.967 (meters)                     COMP
 BJ0710  Y           -  -5,528,049.837 (meters)                     COMP
 BJ0710  Z           -   3,170,427.516 (meters)                     COMP
 BJ0710  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BJ0710  ELLIP HEIGHT-         -17.914 (meters)          (03/12/08) ADJUSTED
 BJ0710  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BJ0710
 BJ0710  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BJ0710  Type    PID    Designation                      North   East  Ellip
 BJ0710  -------------------------------------------------------------------
 BJ0710  NETWORK BJ0710 G 95                              1.08   0.88   2.37
 BJ0710  -------------------------------------------------------------------
 BJ0710  VERT ORDER  -  THIRD
 BJ0710  ELLP ORDER  -  THIRD     CLASS I
 BJ0710
 BJ0710.The horizontal coordinates were established by GPS observations
 BJ0710.and adjusted by the National Geodetic Survey in February 2007.
 BJ0710
 BJ0710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BJ0710.See www.ngs.noaa.gov/NationalReadjustment for more information.
 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.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 ** 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
 BJ0710.Photographs are available for this station.
 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;                    North         East     Units Scale Factor Converg.
 BJ0710;SPC LA S     -   166,683.021 1,087,233.677   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      - 3,321,640.857   747,993.163   MT  1.00035884   +1 17 10.0
 BJ0710
 BJ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BJ0710!SPC LA S     -   1.00000281  x   0.99992574  =   0.99992855
 BJ0710!UTM  15      -   1.00000281  x   1.00035884  =   1.00036165
 BJ0710
 BJ0710                          SUPERSEDED SURVEY CONTROL
 BJ0710
 BJ0710  ELLIP H (02/10/07)  -17.931  (m)                       GP(       )    
 BJ0710  NAD 83(1992)-  30 00 02.35269(N)    090 25 44.92714(W) AD(2004.65) B
 BJ0710  ELLIP H (06/22/05)  -17.943  (m)                       GP(2004.65) 4 1
 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: WEIR ABUTMENT
 BJ0710_STAMPING: G 95 1938 PLMS 53 03 5357 75
 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 - April 30, 2006
 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  HISTORY     - 20051015 GOOD             NGS
 BJ0710  HISTORY     - 20060109 GOOD             NGS
 BJ0710  HISTORY     - 20060430 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.
 BJ0710
 BJ0710                          STATION RECOVERY (2005)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (KLF)
 BJ0710'RECOVERED AS DESCRIBED.
 BJ0710
 BJ0710                          STATION RECOVERY (2006)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DR)
 BJ0710'RECOVERED AS DESCRIBED.
 BJ0710
 BJ0710                          STATION RECOVERY (2006)
 BJ0710
 BJ0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 BJ0710'RECOVERED AS DESCRIBED. STAMPING HAS BEEN ADDED TO INDICATE USACE
 BJ0710'PONCHARTRAIN LEVEE MARKER SYSTEM, PLMS 53, AND STATIONING.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4327  **This station is located in a suspected subsidence area (see below).
 BJ4327  ___________________________________________________________________
 BJ4327  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4327  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4327 ** and geoid heights are valid at the date of observation. These heights
 BJ4327 ** must always be validated when used as control.
 BJ4327 ** The orthometric height has not been validated since last determined
 BJ4327 ** by differential leveling and should not be used for control purposes.
 BJ4327 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4327 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4327 ** epoch indicated which incorporates improved geoid heights for the
 BJ4327 ** Southern Louisiana Subsidence area.
 BJ4327 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1522  **This station is located in a suspected subsidence area (see below).
 BJ1522  ___________________________________________________________________
 BJ1522  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ1522  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BJ1522  DYNAMIC HT  -           1.6   (meters)       5.    (feet)  COMP
 BJ1522  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BJ1522
 BJ1522  HORZ ORDER  -  SECOND
 BJ1522  VERT ORDER  -  FIRST     CLASS I (See Below)
 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 scaled from a topographic map.
 BJ1522 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1522 ** and geoid heights are valid at the date of observation. These heights
 BJ1522 ** must always be validated when used as control.
 BJ1522 ** The orthometric height has not been validated since last determined
 BJ1522 ** by differential leveling and should not be used for control purposes.
 BJ1522 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ1522 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ1522 ** epoch indicated which incorporates improved geoid heights for the
 BJ1522 ** Southern Louisiana Subsidence area.
 BJ1522 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 BJ1522.The vertical order pertains to the first NAVD 88 superseded value.
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU3067  **This station is located in a suspected subsidence area (see below).
 AU3067  ___________________________________________________________________
 AU3067  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU3067  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3067 ** and geoid heights are valid at the date of observation. These heights
 AU3067 ** must always be validated when used as control.
 AU3067 ** The orthometric height has not been validated since last determined
 AU3067 ** by differential leveling and should not be used for control purposes.
 AU3067 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AU3067 ** The geoid height was determined by a new realization of GEOID03 for the
 AU3067 ** epoch indicated which incorporates improved geoid heights for the
 AU3067 ** Southern Louisiana Subsidence area.
 AU3067 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1027  **This station is located in a suspected subsidence area (see below).
 AT1027  ___________________________________________________________________
 AT1027  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AT1027  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1027 ** and geoid heights are valid at the date of observation. These heights
 AT1027 ** must always be validated when used as control.
 AT1027 ** The orthometric height has not been validated since last determined
 AT1027 ** by differential leveling and should not be used for control purposes.
 AT1027 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1027 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1027 ** epoch indicated which incorporates improved geoid heights for the
 AT1027 ** Southern Louisiana Subsidence area.
 AT1027 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1029  **This station is located in a suspected subsidence area (see below).
 AT1029  ___________________________________________________________________
 AT1029  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AT1029  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1029 ** and geoid heights are valid at the date of observation. These heights
 AT1029 ** must always be validated when used as control.
 AT1029 ** The orthometric height has not been validated since last determined
 AT1029 ** by differential leveling and should not be used for control purposes.
 AT1029 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT1029 ** The geoid height was determined by a new realization of GEOID03 for the
 AT1029 ** epoch indicated which incorporates improved geoid heights for the
 AT1029 ** Southern Louisiana Subsidence area.
 AT1029 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1028  **This station is located in a suspected subsidence area (see below).
 AT1028  ___________________________________________________________________
 AT1028  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AT1028  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3166  **This station is located in a suspected subsidence area (see below).
 BK3166  ___________________________________________________________________
 BK3166  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BK3166  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 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 was scaled from a topographic map.
 BK3166 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3166 ** and geoid heights are valid at the date of observation. These heights
 BK3166 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0968  **This station is located in a suspected subsidence area (see below).
 AT0968  ___________________________________________________________________
 AT0968  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AT0968  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0968 ** and geoid heights are valid at the date of observation. These heights
 AT0968 ** must always be validated when used as control.
 AT0968 ** The orthometric height has not been validated since last determined
 AT0968 ** by differential leveling and should not be used for control purposes.
 AT0968 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0968 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0968 ** epoch indicated which incorporates improved geoid heights for the
 AT0968 ** Southern Louisiana Subsidence area.
 AT0968 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0966  **This station is located in a suspected subsidence area (see below).
 AT0966  ___________________________________________________________________
 AT0966  LAPLACE CORR-          -0.00  (seconds)                    DEFLEC99
 AT0966  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0966 ** and geoid heights are valid at the date of observation. These heights
 AT0966 ** must always be validated when used as control.
 AT0966 ** The orthometric height has not been validated since last determined
 AT0966 ** by differential leveling and should not be used for control purposes.
 AT0966 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0966 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0966 ** epoch indicated which incorporates improved geoid heights for the
 AT0966 ** Southern Louisiana Subsidence area.
 AT0966 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4390  **This station is located in a suspected subsidence area (see below).
 BJ4390  ___________________________________________________________________
 BJ4390  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BJ4390  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4391  **This station is located in a suspected subsidence area (see below).
 BJ4391  ___________________________________________________________________
 BJ4391  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BJ4391  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0953  **This station is located in a suspected subsidence area (see below).
 AT0953  ___________________________________________________________________
 AT0953  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0953  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0953 ** and geoid heights are valid at the date of observation. These heights
 AT0953 ** must always be validated when used as control.
 AT0953 ** The orthometric height has not been validated since last determined
 AT0953 ** by differential leveling and should not be used for control purposes.
 AT0953 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0953 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0953 ** epoch indicated which incorporates improved geoid heights for the
 AT0953 ** Southern Louisiana Subsidence area.
 AT0953 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0955  **This station is located in a suspected subsidence area (see below).
 AT0955  ___________________________________________________________________
 AT0955  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0955  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0955 ** and geoid heights are valid at the date of observation. These heights
 AT0955 ** must always be validated when used as control.
 AT0955 ** The orthometric height has not been validated since last determined
 AT0955 ** by differential leveling and should not be used for control purposes.
 AT0955 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0955 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0955 ** epoch indicated which incorporates improved geoid heights for the
 AT0955 ** Southern Louisiana Subsidence area.
 AT0955 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT0954  **This station is located in a suspected subsidence area (see below).
 AT0954  ___________________________________________________________________
 AT0954  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AT0954  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT0954 ** and geoid heights are valid at the date of observation. These heights
 AT0954 ** must always be validated when used as control.
 AT0954 ** The orthometric height has not been validated since last determined
 AT0954 ** by differential leveling and should not be used for control purposes.
 AT0954 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 AT0954 ** The geoid height was determined by a new realization of GEOID03 for the
 AT0954 ** epoch indicated which incorporates improved geoid heights for the
 AT0954 ** Southern Louisiana Subsidence area.
 AT0954 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1206  **This station is located in a suspected 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 was scaled from a topographic map.
 AT1206 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1206 ** and geoid heights are valid at the date of observation. These heights
 AT1206 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1429  **This station is located in a suspected 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 was scaled from a topographic map.
 AT1429 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AT1429 ** and geoid heights are valid at the date of observation. These heights
 AT1429 ** must always be validated when used as control.
 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 more information.
 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
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AT1185  **This station is located in a suspected subsidence area (see below).
 AT1185  ___________________________________________________________________
 AT1185  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AT1185  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 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
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BH2822  **This station is located in a suspected 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 was scaled from a topographic map.
 BH2822 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BH2822 ** and geoid heights are valid at the date of observation. These heights
 BH2822 ** must always be validated when used as control.
 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 more information.
 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 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  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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3082  **This station is located in a suspected subsidence area (see below).
 BK3082  ___________________________________________________________________
 BK3082  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BK3082  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BK3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BK3082 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3082 ** and geoid heights are valid at the date of observation. These heights
 BK3082 ** must always be validated when used as control.
 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 more information.
 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
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AV1001  **This station is located in a suspected subsidence area (see below).
 AV1001  ___________________________________________________________________
 AV1001  X           -    -242,613.741 (meters)                     COMP
 AV1001  Y           -  -5,527,512.388 (meters)                     COMP
 AV1001  Z           -   3,162,380.110 (meters)                     COMP
 AV1001  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AV1001  ELLIP HEIGHT-         -25.822 (meters)          (01/21/93) ADJUSTED
 AV1001  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AV1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AV1001 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AV1001 ** and geoid heights are valid at the date of observation. These heights
 AV1001 ** must always be validated when used as control.
 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 more information.
 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
 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  =   0.99993087
 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     3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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 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    3  
 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 = MARCH 13, 2009
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BK3085  **This station is located in a suspected subsidence area (see below).
 BK3085  ___________________________________________________________________
 BK3085  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BK3085  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  29 18 58.35206(N)    090 42 25.31328(W)     ADJUSTED  
 AH6322* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6322  **This station is located in a suspected subsidence area (see below).
 AH6322  ___________________________________________________________________
 AH6322  EPOCH DATE  -        2002.00
 AH6322  X           -     -68,679.655 (meters)                     COMP
 AH6322  Y           -  -5,565,317.544 (meters)                     COMP
 AH6322  Z           -   3,104,496.250 (meters)                     COMP
 AH6322  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH6322  ELLIP HEIGHT-         -23.796 (meters)          (02/10/07) ADJUSTED
 AH6322  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 AH6322
 AH6322  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6322  Type    PID    Designation                      North   East  Ellip
 AH6322  -------------------------------------------------------------------
 AH6322  NETWORK AH6322 GC 1                              1.51   1.27   3.18
 AH6322  -------------------------------------------------------------------
 AH6322
 AH6322.The horizontal coordinates were established by GPS observations
 AH6322.and adjusted by the National Geodetic Survey in February 2007.
 AH6322
 AH6322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6322.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6322.The horizontal coordinates are valid at the epoch date displayed above.
 AH6322.The epoch date for horizontal control is a decimal equivalence
 AH6322.of Year/Month/Day.
 AH6322
 AH6322.The orthometric height was determined by GPS observations and a
 AH6322.high-resolution geoid model.
 AH6322 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6322 ** and geoid heights are valid at the date of observation. These heights
 AH6322 ** must always be validated when used as control.
 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 more information.
 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
 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     -    90,640.519 1,060,839.001   MT  0.99999661   +0 18 47.4
 AH6322;SPC LA S     -   297,376.44  3,480,435.96   sFT  0.99999661   +0 18 47.4
 AH6322;UTM  15      - 3,245,202.146   722,683.035   MT  1.00021192   +1 07 23.4
 AH6322
 AH6322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6322!SPC LA S     -   1.00000374  x   0.99999661  =   1.00000035
 AH6322!UTM  15      -   1.00000374  x   1.00021192  =   1.00021566
 AH6322
 AH6322:                Primary Azimuth Mark                     Grid Az
 AH6322:SPC LA S     -  GC 1 AZ MK                               023 23 29.3
 AH6322:UTM  15      -  GC 1 AZ MK                               022 34 53.3
 AH6322
 AH6322|---------------------------------------------------------------------|
 AH6322| PID    Reference Object                     Distance      Geod. Az  |
 AH6322|                                                           dddmmss.s |
 AH6322| AH6321 GC 1 AZ MK                          APPROX. 0.6 KM 0234216.7 |
 AH6322|---------------------------------------------------------------------|
 AH6322
 AH6322                          SUPERSEDED SURVEY CONTROL
 AH6322
 AH6322  ELLIP H (02/21/02)  -23.771  (m)                       GP(       ) 5 1
 AH6322  NAD 83(1992)-  29 18 58.35190(N)    090 42 25.31216(W) AD(       ) 1
 AH6322  ELLIP H (12/17/98)  -23.769  (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 = MARCH 13, 2009
 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(2007)-  29 19 15.26863(N)    090 42 16.83784(W)     ADJUSTED  
 AH6321* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6321  **This station is located in a suspected subsidence area (see below).
 AH6321  ___________________________________________________________________
 AH6321  EPOCH DATE  -        2002.00
 AH6321  X           -     -68,447.837 (meters)                     COMP
 AH6321  Y           -  -5,565,065.160 (meters)                     COMP
 AH6321  Z           -   3,104,950.279 (meters)                     COMP
 AH6321  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AH6321  ELLIP HEIGHT-         -24.003 (meters)          (02/10/07) ADJUSTED
 AH6321  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AH6321
 AH6321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6321  Type    PID    Designation                      North   East  Ellip
 AH6321  -------------------------------------------------------------------
 AH6321  NETWORK AH6321 GC 1 AZ MK                        1.37   1.00   2.47
 AH6321  -------------------------------------------------------------------
 AH6321
 AH6321.The horizontal coordinates were established by GPS observations
 AH6321.and adjusted by the National Geodetic Survey in February 2007.
 AH6321
 AH6321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6321.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6321.The horizontal coordinates are valid at the epoch date displayed above.
 AH6321.The epoch date for horizontal control is a decimal equivalence
 AH6321.of Year/Month/Day.
 AH6321
 AH6321.The orthometric height was determined by GPS observations and a
 AH6321.high-resolution geoid model.
 AH6321 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6321 ** and geoid heights are valid at the date of observation. These heights
 AH6321 ** must always be validated when used as control.
 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 more information.
 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
 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     -    91,162.609 1,061,064.837   MT  0.99999564   +0 18 51.6
 AH6321;SPC LA S     -   299,089.33  3,481,176.89   sFT  0.99999564   +0 18 51.6
 AH6321;UTM  15      - 3,245,727.490   722,901.515   MT  1.00021312   +1 07 28.1
 AH6321
 AH6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6321!SPC LA S     -   1.00000377  x   0.99999564  =   0.99999941
 AH6321!UTM  15      -   1.00000377  x   1.00021312  =   1.00021689
 AH6321
 AH6321:                Primary Azimuth Mark                     Grid Az
 AH6321:SPC LA S     -  GC 1                                     203 23 29.2
 AH6321:UTM  15      -  GC 1                                     202 34 52.7
 AH6321
 AH6321|---------------------------------------------------------------------|
 AH6321| PID    Reference Object                     Distance      Geod. Az  |
 AH6321|                                                           dddmmss.s |
 AH6321| AH6322 GC 1                                APPROX. 0.6 KM 2034220.8 |
 AH6321|---------------------------------------------------------------------|
 AH6321
 AH6321                          SUPERSEDED SURVEY CONTROL
 AH6321
 AH6321  ELLIP H (02/21/02)  -23.974  (m)                       GP(       ) 5 1
 AH6321  NAD 83(1992)-  29 19 15.26859(N)    090 42 16.83672(W) AD(       ) 1
 AH6321  ELLIP H (12/17/98)  -23.969  (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 = MARCH 13, 2009
 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(2007)-  29 21 13.47474(N)    090 42 00.82415(W)     ADJUSTED  
 AH6326* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6326  **This station is located in a suspected subsidence area (see below).
 AH6326  ___________________________________________________________________
 AH6326  EPOCH DATE  -        2002.00
 AH6326  X           -     -67,993.991 (meters)                     COMP
 AH6326  Y           -  -5,563,287.376 (meters)                     COMP
 AH6326  Z           -   3,108,122.951 (meters)                     COMP
 AH6326  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AH6326  ELLIP HEIGHT-         -24.069 (meters)          (02/10/07) ADJUSTED
 AH6326  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 AH6326
 AH6326  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6326  Type    PID    Designation                      North   East  Ellip
 AH6326  -------------------------------------------------------------------
 AH6326  NETWORK AH6326 GC 2                              1.22   1.06   2.84
 AH6326  -------------------------------------------------------------------
 AH6326
 AH6326.The horizontal coordinates were established by GPS observations
 AH6326.and adjusted by the National Geodetic Survey in February 2007.
 AH6326
 AH6326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6326.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6326.The horizontal coordinates are valid at the epoch date displayed above.
 AH6326.The epoch date for horizontal control is a decimal equivalence
 AH6326.of Year/Month/Day.
 AH6326
 AH6326.The orthometric height was determined by GPS observations and a
 AH6326.high-resolution geoid model.
 AH6326 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6326 ** and geoid heights are valid at the date of observation. These heights
 AH6326 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,804.383 1,061,476.807   MT  0.99998906   +0 18 59.6
 AH6326;SPC LA S     -   311,037.38  3,482,528.49   sFT  0.99998906   +0 18 59.6
 AH6326;UTM  15      - 3,249,375.538   723,261.997   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 11 28.1
 AH6326:UTM  15      -  GC 2 AZ MK                               160 22 47.6
 AH6326
 AH6326|---------------------------------------------------------------------|
 AH6326| PID    Reference Object                     Distance      Geod. Az  |
 AH6326|                                                           dddmmss.s |
 AH6326| AH6327 GC 2 AZ MK                          473.933 METERS 1613027.7 |
 AH6326|---------------------------------------------------------------------|
 AH6326
 AH6326                          SUPERSEDED SURVEY CONTROL
 AH6326
 AH6326  ELLIP H (02/21/02)  -24.040  (m)                       GP(       ) 5 1
 AH6326  NAD 83(1992)-  29 21 13.47482(N)    090 42 00.82306(W) AD(       ) 1
 AH6326  ELLIP H (12/17/98)  -24.035  (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 = MARCH 13, 2009
 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(2007)-  29 20 58.87674(N)    090 41 55.25151(W)     NO CHECK  
 AH6327* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6327  **This station is located in a suspected subsidence area (see below).
 AH6327  ___________________________________________________________________
 AH6327  EPOCH DATE  -        2002.00
 AH6327  X           -     -67,846.384 (meters)                     COMP
 AH6327  Y           -  -5,563,510.225 (meters)                     COMP
 AH6327  Z           -   3,107,731.593 (meters)                     COMP
 AH6327  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AH6327  ELLIP HEIGHT-         -23.244 (meters)          (02/10/07) NO CHECK
 AH6327  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 AH6327
 AH6327  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6327  Type    PID    Designation                      North   East  Ellip
 AH6327  -------------------------------------------------------------------
 AH6327  NETWORK AH6327 GC 2 AZ MK                        4.66   4.68  10.45
 AH6327  -------------------------------------------------------------------
 AH6327
 AH6327.The horizontal coordinates were established by GPS observations
 AH6327.and adjusted by the National Geodetic Survey in February 2007.
 AH6327
 AH6327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6327.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6327.No horizontal observational check was made to the station.
 AH6327.The horizontal coordinates are valid at the epoch date displayed above.
 AH6327.The epoch date for horizontal control is a decimal equivalence
 AH6327.of Year/Month/Day.
 AH6327
 AH6327.The orthometric height was determined by GPS observations and a
 AH6327.high-resolution geoid model.
 AH6327 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6327 ** and geoid heights are valid at the date of observation. These heights
 AH6327 ** must always be validated when used as control.
 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 more information.
 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
 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     -    94,355.764 1,061,629.608   MT  0.99998985   +0 19 02.4
 AH6327;SPC LA S     -   309,565.54  3,483,029.81   sFT  0.99998985   +0 19 02.4
 AH6327;UTM  15      - 3,248,929.026   723,421.169   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  =   1.00021963
 AH6327
 AH6327:                Primary Azimuth Mark                     Grid Az
 AH6327:SPC LA S     -  GC 2                                     341 11 28.0
 AH6327:UTM  15      -  GC 2                                     340 22 48.0
 AH6327
 AH6327|---------------------------------------------------------------------|
 AH6327| PID    Reference Object                     Distance      Geod. Az  |
 AH6327|                                                           dddmmss.s |
 AH6327| AH6326 GC 2                                473.933 METERS 3413030.4 |
 AH6327|---------------------------------------------------------------------|
 AH6327
 AH6327                          SUPERSEDED SURVEY CONTROL
 AH6327
 AH6327  ELLIP H (02/21/02)  -23.266  (m)                       GP(       ) 5 1
 AH6327  NAD 83(1992)-  29 20 58.87257(N)    090 41 55.25288(W) AD(       ) 1
 AH6327  ELLIP H (12/17/98)  -23.434  (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 = MARCH 13, 2009
 AH6332 ***********************************************************************
 AH6332  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 22 38.01747(N)    090 42 46.81631(W)     ADJUSTED  
 AH6332* NAVD 88     -         1.01   (meters)       3.3    (feet)  GPS OBS(2006.81)
 AH6332  **This station is located in a suspected subsidence area (see below).
 AH6332  ___________________________________________________________________
 AH6332  EPOCH DATE  -        2002.00
 AH6332  X           -     -69,218.590 (meters)                     COMP
 AH6332  Y           -  -5,561,995.984 (meters)                     COMP
 AH6332  Z           -   3,110,391.651 (meters)                     COMP
 AH6332  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6332  ELLIP HEIGHT-         -23.759 (meters)          (03/12/08) ADJUSTED
 AH6332  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6332  HORZ ORDER  -  A
 AH6332  ELLP ORDER  -  THIRD     CLASS I
 AH6332
 AH6332.The horizontal coordinates were established by GPS observations
 AH6332.and adjusted by the National Geodetic Survey in March 2008.
 AH6332
 AH6332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6332.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6332.The horizontal coordinates are valid at the epoch date displayed above.
 AH6332.The epoch date for horizontal control is a decimal equivalence
 AH6332.of Year/Month/Day.
 AH6332
 AH6332.The orthometric height was determined by GPS observations and a
 AH6332.high-resolution geoid model.
 AH6332 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6332 ** and geoid heights are valid at the date of observation. These heights
 AH6332 ** must always be validated when used as control.
 AH6332 ** The orthometric height was determined by GPS observations using
 AH6332 ** precise GPS observation and processing techniques and a new
 AH6332 ** realization of GEOID03. It supersedes any height that may have been
 AH6332 ** previously determined for this station.
 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
 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     -    97,400.545 1,060,222.170   MT  0.99998455   +0 18 36.6
 AH6332;SPC LA S     -   319,554.95  3,478,412.24   sFT  0.99998455   +0 18 36.6
 AH6332;UTM  15      - 3,251,954.245   721,970.415   MT  1.00020800   +1 07 20.5
 AH6332
 AH6332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6332!SPC LA S     -   1.00000373  x   0.99998455  =   0.99998828
 AH6332!UTM  15      -   1.00000373  x   1.00020800  =   1.00021173
 AH6332
 AH6332:                Primary Azimuth Mark                     Grid Az
 AH6332:SPC LA S     -  876 3027 B TIDAL                         165 36 00.7
 AH6332:UTM  15      -  876 3027 B TIDAL                         164 47 16.8
 AH6332
 AH6332|---------------------------------------------------------------------|
 AH6332| PID    Reference Object                     Distance      Geod. Az  |
 AH6332|                                                           dddmmss.s |
 AH6332| AU3286 876 3027 B TIDAL                    APPROX. 0.6 KM 1655437.3 |
 AH6332|---------------------------------------------------------------------|
 AH6332
 AH6332                          SUPERSEDED SURVEY CONTROL
 AH6332
 AH6332  NAD 83(2007)-  29 22 38.01592(N)    090 42 46.81428(W) AD(       ) 0
 AH6332  ELLIP H (02/10/07)  -23.687  (m)                       GP(       )    
 AH6332  ELLIP H (02/21/02)  -23.655  (m)                       GP(       ) 5 1
 AH6332  NAD 83(1992)-  29 22 38.01626(N)    090 42 46.81306(W) AD(       ) 1
 AH6332  ELLIP H (12/17/98)  -23.657  (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: 15RYN2197051954(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 - November 13, 2008
 AH6332
 AH6332  HISTORY     - Date     Condition        Report By
 AH6332  HISTORY     - 1993     MONUMENTED       GSENG
 AH6332  HISTORY     - 20060603 GOOD             NGS
 AH6332  HISTORY     - 20071030 GOOD             NGS
 AH6332  HISTORY     - 20081113 GOOD             JCLS
 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.
 AH6332
 AH6332                          STATION RECOVERY (2006)
 AH6332
 AH6332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AH6332'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6332
 AH6332                          STATION RECOVERY (2007)
 AH6332
 AH6332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AH6332'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AH6332'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AH6332'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AH6332'PROTECTIVE BUMPERS TUBES.
 AH6332
 AH6332                          STATION RECOVERY (2008)
 AH6332
 AH6332'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AH6332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 22 50.04645(N)    090 42 57.19261(W)     ADJUSTED  
 AH6331* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6331  **This station is located in a suspected subsidence area (see below).
 AH6331  ___________________________________________________________________
 AH6331  EPOCH DATE  -        2002.00
 AH6331  X           -     -69,496.122 (meters)                     COMP
 AH6331  Y           -  -5,561,810.999 (meters)                     COMP
 AH6331  Z           -   3,110,714.488 (meters)                     COMP
 AH6331  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6331  ELLIP HEIGHT-         -23.548 (meters)          (02/10/07) ADJUSTED
 AH6331  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 AH6331
 AH6331  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6331  Type    PID    Designation                      North   East  Ellip
 AH6331  -------------------------------------------------------------------
 AH6331  NETWORK AH6331 GC 3 AZ MK                        1.25   1.37   2.98
 AH6331  -------------------------------------------------------------------
 AH6331
 AH6331.The horizontal coordinates were established by GPS observations
 AH6331.and adjusted by the National Geodetic Survey in February 2007.
 AH6331
 AH6331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6331.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6331.The horizontal coordinates are valid at the epoch date displayed above.
 AH6331.The epoch date for horizontal control is a decimal equivalence
 AH6331.of Year/Month/Day.
 AH6331
 AH6331.The orthometric height was determined by GPS observations and a
 AH6331.high-resolution geoid model.
 AH6331 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6331 ** and geoid heights are valid at the date of observation. These heights
 AH6331 ** must always be validated when used as control.
 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 more information.
 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
 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     -    97,769.388 1,059,940.360   MT  0.99998392   +0 18 31.4
 AH6331;SPC LA S     -   320,765.07  3,477,487.66   sFT  0.99998392   +0 18 31.4
 AH6331;UTM  15      - 3,252,319.137   721,683.341   MT  1.00020643   +1 07 15.8
 AH6331
 AH6331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6331!SPC LA S     -   1.00000370  x   0.99998392  =   0.99998762
 AH6331!UTM  15      -   1.00000370  x   1.00020643  =   1.00021013
 AH6331
 AH6331|---------------------------------------------------------------------|
 AH6331| PID    Reference Object                     Distance      Geod. Az  |
 AH6331|                                                           dddmmss.s |
 AH6331| AH6333 GCB 22                              323.676 METERS 04105     |
 AH6331| AH6332 GC 3                                464.186 METERS 1425539.2 |
 AH6331|---------------------------------------------------------------------|
 AH6331
 AH6331                          SUPERSEDED SURVEY CONTROL
 AH6331
 AH6331  ELLIP H (02/21/02)  -23.516  (m)                       GP(       ) 5 1
 AH6331  NAD 83(1992)-  29 22 50.04676(N)    090 42 57.19140(W) AD(       ) 1
 AH6331  ELLIP H (12/17/98)  -23.513  (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 = MARCH 13, 2009
 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(2007)-  29 25 47.55882(N)    090 42 01.46321(W)     ADJUSTED  
 AH6297* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6297  **This station is located in a suspected subsidence area (see below).
 AH6297  ___________________________________________________________________
 AH6297  EPOCH DATE  -        2002.00
 AH6297  X           -     -67,960.599 (meters)                     COMP
 AH6297  Y           -  -5,559,145.773 (meters)                     COMP
 AH6297  Z           -   3,115,475.574 (meters)                     COMP
 AH6297  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6297  ELLIP HEIGHT-         -24.153 (meters)          (02/10/07) ADJUSTED
 AH6297  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 AH6297
 AH6297  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6297  Type    PID    Designation                      North   East  Ellip
 AH6297  -------------------------------------------------------------------
 AH6297  NETWORK AH6297 GC 5                              1.59   1.27   3.57
 AH6297  -------------------------------------------------------------------
 AH6297
 AH6297.The horizontal coordinates were established by GPS observations
 AH6297.and adjusted by the National Geodetic Survey in February 2007.
 AH6297
 AH6297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6297.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6297.The horizontal coordinates are valid at the epoch date displayed above.
 AH6297.The epoch date for horizontal control is a decimal equivalence
 AH6297.of Year/Month/Day.
 AH6297
 AH6297.The orthometric height was determined by GPS observations and a
 AH6297.high-resolution geoid model.
 AH6297 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6297 ** and geoid heights are valid at the date of observation. These heights
 AH6297 ** must always be validated when used as control.
 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 more information.
 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
 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     -   103,242.923 1,061,412.959   MT  0.99997505   +0 18 59.3
 AH6297;SPC LA S     -   338,722.82  3,482,319.02   sFT  0.99997505   +0 18 59.3
 AH6297;UTM  15      - 3,257,814.286   723,078.438   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 31.0
 AH6297:UTM  15      -  GC 5 AZ MK                               346 03 40.9
 AH6297
 AH6297|---------------------------------------------------------------------|
 AH6297| PID    Reference Object                     Distance      Geod. Az  |
 AH6297|                                                           dddmmss.s |
 AH6297| AH6296 GC 5 AZ MK                          APPROX. 0.6 KM 3471130.3 |
 AH6297|---------------------------------------------------------------------|
 AH6297
 AH6297                          SUPERSEDED SURVEY CONTROL
 AH6297
 AH6297  ELLIP H (02/21/02)  -24.111  (m)                       GP(       ) 5 1
 AH6297  NAD 83(1992)-  29 25 47.55903(N)    090 42 01.46215(W) AD(       ) 1
 AH6297  ELLIP H (12/17/98)  -24.093  (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 = MARCH 13, 2009
 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(2007)-  29 26 05.44569(N)    090 42 06.10870(W)     ADJUSTED  
 AH6296* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6296  **This station is located in a suspected subsidence area (see below).
 AH6296  ___________________________________________________________________
 AH6296  EPOCH DATE  -        2002.00
 AH6296  X           -     -68,082.488 (meters)                     COMP
 AH6296  Y           -  -5,558,873.670 (meters)                     COMP
 AH6296  Z           -   3,115,955.245 (meters)                     COMP
 AH6296  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AH6296  ELLIP HEIGHT-         -24.112 (meters)          (02/10/07) ADJUSTED
 AH6296  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 AH6296
 AH6296  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6296  Type    PID    Designation                      North   East  Ellip
 AH6296  -------------------------------------------------------------------
 AH6296  NETWORK AH6296 GC 5 AZ MK                        0.98   0.92   2.53
 AH6296  -------------------------------------------------------------------
 AH6296
 AH6296.The horizontal coordinates were established by GPS observations
 AH6296.and adjusted by the National Geodetic Survey in February 2007.
 AH6296
 AH6296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6296.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6296.The horizontal coordinates are valid at the epoch date displayed above.
 AH6296.The epoch date for horizontal control is a decimal equivalence
 AH6296.of Year/Month/Day.
 AH6296
 AH6296.The orthometric height was determined by GPS observations and a
 AH6296.high-resolution geoid model.
 AH6296 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6296 ** and geoid heights are valid at the date of observation. These heights
 AH6296 ** must always be validated when used as control.
 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 more information.
 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
 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     -   103,792.941 1,061,284.716   MT  0.99997420   +0 18 57.0
 AH6296;SPC LA S     -   340,527.34  3,481,898.27   sFT  0.99997420   +0 18 57.0
 AH6296;UTM  15      - 3,258,362.558   722,942.361   MT  1.00021333   +1 07 47.7
 AH6296
 AH6296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6296!SPC LA S     -   1.00000379  x   0.99997420  =   0.99997799
 AH6296!UTM  15      -   1.00000379  x   1.00021333  =   1.00021712
 AH6296
 AH6296:                Primary Azimuth Mark                     Grid Az
 AH6296:SPC LA S     -  GC 5                                     166 52 31.0
 AH6296:UTM  15      -  GC 5                                     166 03 40.3
 AH6296
 AH6296|---------------------------------------------------------------------|
 AH6296| PID    Reference Object                     Distance      Geod. Az  |
 AH6296|                                                           dddmmss.s |
 AH6296| AH6297 GC 5                                APPROX. 0.6 KM 1671128.0 |
 AH6296|---------------------------------------------------------------------|
 AH6296
 AH6296                          SUPERSEDED SURVEY CONTROL
 AH6296
 AH6296  ELLIP H (02/21/02)  -24.070  (m)                       GP(       ) 5 1
 AH6296  NAD 83(1992)-  29 26 05.44590(N)    090 42 06.10763(W) AD(       ) 1
 AH6296  ELLIP H (12/17/98)  -24.052  (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 = MARCH 13, 2009
 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(2007)-  29 29 23.05412(N)    090 41 43.50034(W)     ADJUSTED  
 AH6280* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6280  **This station is located in a suspected subsidence area (see below).
 AH6280  ___________________________________________________________________
 AH6280  EPOCH DATE  -        2002.00
 AH6280  X           -     -67,436.869 (meters)                     COMP
 AH6280  Y           -  -5,555,888.840 (meters)                     COMP
 AH6280  Z           -   3,121,252.780 (meters)                     COMP
 AH6280  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6280  ELLIP HEIGHT-         -24.007 (meters)          (02/10/07) ADJUSTED
 AH6280  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6280
 AH6280  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6280  Type    PID    Designation                      North   East  Ellip
 AH6280  -------------------------------------------------------------------
 AH6280  NETWORK AH6280 GC 7                              1.39   1.25   3.23
 AH6280  -------------------------------------------------------------------
 AH6280
 AH6280.The horizontal coordinates were established by GPS observations
 AH6280.and adjusted by the National Geodetic Survey in February 2007.
 AH6280
 AH6280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6280.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6280.The horizontal coordinates are valid at the epoch date displayed above.
 AH6280.The epoch date for horizontal control is a decimal equivalence
 AH6280.of Year/Month/Day.
 AH6280
 AH6280.The orthometric height was determined by GPS observations and a
 AH6280.high-resolution geoid model.
 AH6280 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6280 ** and geoid heights are valid at the date of observation. These heights
 AH6280 ** must always be validated when used as control.
 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 more information.
 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
 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     -   109,880.370 1,061,860.168   MT  0.99996526   +0 19 08.3
 AH6280;SPC LA S     -   360,499.18  3,483,786.23   sFT  0.99996526   +0 19 08.3
 AH6280;UTM  15      - 3,264,459.050   723,431.283   MT  1.00021602   +1 08 05.8
 AH6280
 AH6280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6280!SPC LA S     -   1.00000377  x   0.99996526  =   0.99996903
 AH6280!UTM  15      -   1.00000377  x   1.00021602  =   1.00021979
 AH6280
 AH6280                          SUPERSEDED SURVEY CONTROL
 AH6280
 AH6280  ELLIP H (02/21/02)  -23.972  (m)                       GP(       ) 5 1
 AH6280  NAD 83(1992)-  29 29 23.05438(N)    090 41 43.49935(W) AD(       ) 1
 AH6280  ELLIP H (12/17/98)  -23.944  (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 = MARCH 13, 2009
 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(2007)-  29 29 36.47644(N)    090 41 27.91528(W)     ADJUSTED  
 AH6278* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6278  **This station is located in a suspected subsidence area (see below).
 AH6278  ___________________________________________________________________
 AH6278  EPOCH DATE  -        2002.00
 AH6278  X           -     -67,014.624 (meters)                     COMP
 AH6278  Y           -  -5,555,690.861 (meters)                     COMP
 AH6278  Z           -   3,121,612.717 (meters)                     COMP
 AH6278  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AH6278  ELLIP HEIGHT-         -23.572 (meters)          (02/10/07) ADJUSTED
 AH6278  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 AH6278
 AH6278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6278  Type    PID    Designation                      North   East  Ellip
 AH6278  -------------------------------------------------------------------
 AH6278  NETWORK AH6278 GC 7 AZ MK                        1.45   1.33   3.39
 AH6278  -------------------------------------------------------------------
 AH6278
 AH6278.The horizontal coordinates were established by GPS observations
 AH6278.and adjusted by the National Geodetic Survey in February 2007.
 AH6278
 AH6278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6278.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6278.The horizontal coordinates are valid at the epoch date displayed above.
 AH6278.The epoch date for horizontal control is a decimal equivalence
 AH6278.of Year/Month/Day.
 AH6278
 AH6278.The orthometric height was determined by GPS observations and a
 AH6278.high-resolution geoid model.
 AH6278 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6278 ** and geoid heights are valid at the date of observation. These heights
 AH6278 ** must always be validated when used as control.
 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 more information.
 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
 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     -   110,295.967 1,062,277.657   MT  0.99996469   +0 19 16.1
 AH6278;SPC LA S     -   361,862.69  3,485,155.95   sFT  0.99996469   +0 19 16.1
 AH6278;UTM  15      - 3,264,880.657   723,842.915   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 (02/21/02)  -23.537  (m)                       GP(       ) 5 1
 AH6278  NAD 83(1992)-  29 29 36.47670(N)    090 41 27.91428(W) AD(       ) 1
 AH6278  ELLIP H (12/17/98)  -23.510  (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 = MARCH 13, 2009
 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(2007)-  29 35 15.94771(N)    090 42 11.89957(W)     ADJUSTED  
 AH6250* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6250  **This station is located in a suspected subsidence area (see below).
 AH6250  ___________________________________________________________________
 AH6250  EPOCH DATE  -        2002.00
 AH6250  X           -     -68,136.080 (meters)                     COMP
 AH6250  Y           -  -5,550,524.015 (meters)                     COMP
 AH6250  Z           -   3,130,706.677 (meters)                     COMP
 AH6250  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH6250  ELLIP HEIGHT-         -22.867 (meters)          (02/10/07) ADJUSTED
 AH6250  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 AH6250
 AH6250  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6250  Type    PID    Designation                      North   East  Ellip
 AH6250  -------------------------------------------------------------------
 AH6250  NETWORK AH6250 GCB 01                            1.35   1.29   2.82
 AH6250  -------------------------------------------------------------------
 AH6250
 AH6250.The horizontal coordinates were established by GPS observations
 AH6250.and adjusted by the National Geodetic Survey in February 2007.
 AH6250
 AH6250.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6250.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6250.The horizontal coordinates are valid at the epoch date displayed above.
 AH6250.The epoch date for horizontal control is a decimal equivalence
 AH6250.of Year/Month/Day.
 AH6250
 AH6250.The orthometric height was determined by GPS observations and a
 AH6250.high-resolution geoid model.
 AH6250 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6250 ** and geoid heights are valid at the date of observation. These heights
 AH6250 ** must always be validated when used as control.
 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 more information.
 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
 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     -   120,741.181 1,061,035.455   MT  0.99995156   +0 18 54.1
 AH6250;SPC LA S     -   396,131.69  3,481,080.49   sFT  0.99995156   +0 18 54.1
 AH6250;UTM  15      - 3,275,309.754   722,451.406   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 (02/21/02)  -22.846  (m)                       GP(       ) 5 1
 AH6250  NAD 83(1992)-  29 35 15.94799(N)    090 42 11.89867(W) AD(       ) 1
 AH6250  ELLIP H (12/17/98)  -22.797  (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 = MARCH 13, 2009
 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(2007)-  29 34 08.05051(N)    090 40 57.78541(W)     ADJUSTED  
 AH6255* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6255  **This station is located in a suspected subsidence area (see below).
 AH6255  ___________________________________________________________________
 AH6255  EPOCH DATE  -        2002.00
 AH6255  X           -     -66,153.982 (meters)                     COMP
 AH6255  Y           -  -5,551,580.024 (meters)                     COMP
 AH6255  Z           -   3,128,888.557 (meters)                     COMP
 AH6255  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6255  ELLIP HEIGHT-         -22.839 (meters)          (02/10/07) ADJUSTED
 AH6255  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 AH6255
 AH6255  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6255  Type    PID    Designation                      North   East  Ellip
 AH6255  -------------------------------------------------------------------
 AH6255  NETWORK AH6255 GCB 02                            1.41   1.39   3.14
 AH6255  -------------------------------------------------------------------
 AH6255
 AH6255.The horizontal coordinates were established by GPS observations
 AH6255.and adjusted by the National Geodetic Survey in February 2007.
 AH6255
 AH6255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6255.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6255.The horizontal coordinates are valid at the epoch date displayed above.
 AH6255.The epoch date for horizontal control is a decimal equivalence
 AH6255.of Year/Month/Day.
 AH6255
 AH6255.The orthometric height was determined by GPS observations and a
 AH6255.high-resolution geoid model.
 AH6255 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6255 ** and geoid heights are valid at the date of observation. These heights
 AH6255 ** must always be validated when used as control.
 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 more information.
 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
 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     -   118,661.878 1,063,041.744   MT  0.99995397   +0 19 31.1
 AH6255;SPC LA S     -   389,309.84  3,487,662.79   sFT  0.99995397   +0 19 31.1
 AH6255;UTM  15      - 3,273,258.803   724,487.749   MT  1.00022185   +1 08 38.4
 AH6255
 AH6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6255!SPC LA S     -   1.00000359  x   0.99995397  =   0.99995756
 AH6255!UTM  15      -   1.00000359  x   1.00022185  =   1.00022544
 AH6255
 AH6255:                Primary Azimuth Mark                     Grid Az
 AH6255:SPC LA S     -  W 221                                    346 54 53.7
 AH6255:UTM  15      -  W 221                                    346 05 46.4
 AH6255
 AH6255|---------------------------------------------------------------------|
 AH6255| PID    Reference Object                     Distance      Geod. Az  |
 AH6255|                                                           dddmmss.s |
 AH6255| AU1496 W 221                               470.190 METERS 3471424.8 |
 AH6255|---------------------------------------------------------------------|
 AH6255
 AH6255                          SUPERSEDED SURVEY CONTROL
 AH6255
 AH6255  ELLIP H (02/21/02)  -22.820  (m)                       GP(       ) 5 1
 AH6255  NAD 83(1992)-  29 34 08.05074(N)    090 40 57.78454(W) AD(       ) 1
 AH6255  ELLIP H (12/17/98)  -22.777  (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 = MARCH 13, 2009
 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(2007)-  29 33 43.48829(N)    090 40 53.98028(W)     ADJUSTED  
 AH6258* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6258  **This station is located in a suspected subsidence area (see below).
 AH6258  ___________________________________________________________________
 AH6258  EPOCH DATE  -        2002.00
 AH6258  X           -     -66,056.007 (meters)                     COMP
 AH6258  Y           -  -5,551,954.384 (meters)                     COMP
 AH6258  Z           -   3,128,230.758 (meters)                     COMP
 AH6258  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6258  ELLIP HEIGHT-         -22.832 (meters)          (02/10/07) ADJUSTED
 AH6258  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 AH6258
 AH6258  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6258  Type    PID    Designation                      North   East  Ellip
 AH6258  -------------------------------------------------------------------
 AH6258  NETWORK AH6258 GCB 03                            1.53   1.53   4.02
 AH6258  -------------------------------------------------------------------
 AH6258
 AH6258.The horizontal coordinates were established by GPS observations
 AH6258.and adjusted by the National Geodetic Survey in February 2007.
 AH6258
 AH6258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6258.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6258.The horizontal coordinates are valid at the epoch date displayed above.
 AH6258.The epoch date for horizontal control is a decimal equivalence
 AH6258.of Year/Month/Day.
 AH6258
 AH6258.The orthometric height was determined by GPS observations and a
 AH6258.high-resolution geoid model.
 AH6258 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6258 ** and geoid heights are valid at the date of observation. These heights
 AH6258 ** must always be validated when used as control.
 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 more information.
 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
 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     -   117,906.228 1,063,148.460   MT  0.99995487   +0 19 33.0
 AH6258;SPC LA S     -   386,830.68  3,488,012.91   sFT  0.99995487   +0 19 33.0
 AH6258;UTM  15      - 3,272,504.552   724,605.281   MT  1.00022250   +1 08 39.4
 AH6258
 AH6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6258!SPC LA S     -   1.00000359  x   0.99995487  =   0.99995846
 AH6258!UTM  15      -   1.00000359  x   1.00022250  =   1.00022609
 AH6258
 AH6258:                Primary Azimuth Mark                     Grid Az
 AH6258:SPC LA S     -  GCB 02                                   351 57 41.7
 AH6258:UTM  15      -  GCB 02                                   351 08 35.3
 AH6258
 AH6258|---------------------------------------------------------------------|
 AH6258| PID    Reference Object                     Distance      Geod. Az  |
 AH6258|                                                           dddmmss.s |
 AH6258| AH6255 GCB 02                              APPROX. 0.8 KM 3521714.7 |
 AH6258|---------------------------------------------------------------------|
 AH6258
 AH6258                          SUPERSEDED SURVEY CONTROL
 AH6258
 AH6258  ELLIP H (02/21/02)  -22.817  (m)                       GP(       ) 5 1
 AH6258  NAD 83(1992)-  29 33 43.48850(N)    090 40 53.97943(W) AD(       ) 1
 AH6258  ELLIP H (12/17/98)  -22.775  (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 = MARCH 13, 2009
 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(2007)-  29 32 52.73353(N)    090 40 44.79358(W)     ADJUSTED  
 AH6263* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6263  **This station is located in a suspected subsidence area (see below).
 AH6263  ___________________________________________________________________
 AH6263  EPOCH DATE  -        2002.00
 AH6263  X           -     -65,817.866 (meters)                     COMP
 AH6263  Y           -  -5,552,727.974 (meters)                     COMP
 AH6263  Z           -   3,126,871.277 (meters)                     COMP
 AH6263  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6263  ELLIP HEIGHT-         -22.983 (meters)          (02/10/07) ADJUSTED
 AH6263  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 AH6263
 AH6263  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6263  Type    PID    Designation                      North   East  Ellip
 AH6263  -------------------------------------------------------------------
 AH6263  NETWORK AH6263 GCB 04                            1.55   1.61   3.94
 AH6263  -------------------------------------------------------------------
 AH6263
 AH6263.The horizontal coordinates were established by GPS observations
 AH6263.and adjusted by the National Geodetic Survey in February 2007.
 AH6263
 AH6263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6263.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6263.The horizontal coordinates are valid at the epoch date displayed above.
 AH6263.The epoch date for horizontal control is a decimal equivalence
 AH6263.of Year/Month/Day.
 AH6263
 AH6263.The orthometric height was determined by GPS observations and a
 AH6263.high-resolution geoid model.
 AH6263 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6263 ** and geoid heights are valid at the date of observation. These heights
 AH6263 ** must always be validated when used as control.
 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 more information.
 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
 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     -   116,344.979 1,063,404.660   MT  0.99995677   +0 19 37.6
 AH6263;SPC LA S     -   381,708.49  3,488,853.46   sFT  0.99995677   +0 19 37.6
 AH6263;UTM  15      - 3,270,946.704   724,883.823   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 51.1
 AH6263:UTM  15      -  GCB 03                                   349 51 46.6
 AH6263
 AH6263|---------------------------------------------------------------------|
 AH6263| PID    Reference Object                     Distance      Geod. Az  |
 AH6263|                                                           dddmmss.s |
 AH6263| AH6258 GCB 03                              APPROX. 1.6 KM 3510028.7 |
 AH6263|---------------------------------------------------------------------|
 AH6263
 AH6263                          SUPERSEDED SURVEY CONTROL
 AH6263
 AH6263  ELLIP H (02/21/02)  -22.973  (m)                       GP(       ) 5 1
 AH6263  NAD 83(1992)-  29 32 52.73372(N)    090 40 44.79275(W) AD(       ) 1
 AH6263  ELLIP H (12/17/98)  -22.931  (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 = MARCH 13, 2009
 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(2007)-  29 32 26.17556(N)    090 40 39.34476(W)     ADJUSTED  
 AH6266* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6266  **This station is located in a suspected subsidence area (see below).
 AH6266  ___________________________________________________________________
 AH6266  EPOCH DATE  -        2002.00
 AH6266  X           -     -65,675.939 (meters)                     COMP
 AH6266  Y           -  -5,553,131.924 (meters)                     COMP
 AH6266  Z           -   3,126,159.327 (meters)                     COMP
 AH6266  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6266  ELLIP HEIGHT-         -24.103 (meters)          (02/10/07) ADJUSTED
 AH6266  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 AH6266
 AH6266  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6266  Type    PID    Designation                      North   East  Ellip
 AH6266  -------------------------------------------------------------------
 AH6266  NETWORK AH6266 GCB 05                            1.71   2.27   4.35
 AH6266  -------------------------------------------------------------------
 AH6266
 AH6266.The horizontal coordinates were established by GPS observations
 AH6266.and adjusted by the National Geodetic Survey in February 2007.
 AH6266
 AH6266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6266.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6266.The horizontal coordinates are valid at the epoch date displayed above.
 AH6266.The epoch date for horizontal control is a decimal equivalence
 AH6266.of Year/Month/Day.
 AH6266
 AH6266.The orthometric height was determined by GPS observations and a
 AH6266.high-resolution geoid model.
 AH6266 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6266 ** and geoid heights are valid at the date of observation. These heights
 AH6266 ** must always be validated when used as control.
 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 more information.
 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
 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     -   115,528.140 1,063,556.026   MT  0.99995779   +0 19 40.4
 AH6266;SPC LA S     -   379,028.57  3,489,350.06   sFT  0.99995779   +0 19 40.4
 AH6266;UTM  15      - 3,270,131.891   725,046.875   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  =   0.99996158
 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 06.4
 AH6266:UTM  15      -  GCB 04                                   348 41 02.9
 AH6266
 AH6266|---------------------------------------------------------------------|
 AH6266| PID    Reference Object                     Distance      Geod. Az  |
 AH6266|                                                           dddmmss.s |
 AH6266| AH6263 GCB 04                              APPROX. 0.8 KM 3494946.8 |
 AH6266|---------------------------------------------------------------------|
 AH6266
 AH6266                          SUPERSEDED SURVEY CONTROL
 AH6266
 AH6266  ELLIP H (02/21/02)  -24.100  (m)                       GP(       ) 5 1
 AH6266  NAD 83(1992)-  29 32 26.17577(N)    090 40 39.34407(W) AD(       ) 1
 AH6266  ELLIP H (12/17/98)  -24.058  (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 = MARCH 13, 2009
 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(2007)-  29 32 01.61669(N)    090 40 34.03279(W)     ADJUSTED  
 AH6270* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6270  **This station is located in a suspected subsidence area (see below).
 AH6270  ___________________________________________________________________
 AH6270  EPOCH DATE  -        2002.00
 AH6270  X           -     -65,537.333 (meters)                     COMP
 AH6270  Y           -  -5,553,506.828 (meters)                     COMP
 AH6270  Z           -   3,125,501.692 (meters)                     COMP
 AH6270  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6270  ELLIP HEIGHT-         -23.577 (meters)          (02/10/07) ADJUSTED
 AH6270  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 AH6270
 AH6270  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6270  Type    PID    Designation                      North   East  Ellip
 AH6270  -------------------------------------------------------------------
 AH6270  NETWORK AH6270 GCB 06                            1.84   1.72   3.92
 AH6270  -------------------------------------------------------------------
 AH6270
 AH6270.The horizontal coordinates were established by GPS observations
 AH6270.and adjusted by the National Geodetic Survey in February 2007.
 AH6270
 AH6270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6270.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6270.The horizontal coordinates are valid at the epoch date displayed above.
 AH6270.The epoch date for horizontal control is a decimal equivalence
 AH6270.of Year/Month/Day.
 AH6270
 AH6270.The orthometric height was determined by GPS observations and a
 AH6270.high-resolution geoid model.
 AH6270 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6270 ** and geoid heights are valid at the date of observation. These heights
 AH6270 ** must always be validated when used as control.
 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 more information.
 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
 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     -   114,772.831 1,063,703.375   MT  0.99995875   +0 19 43.0
 AH6270;SPC LA S     -   376,550.53  3,489,833.49   sFT  0.99995875   +0 19 43.0
 AH6270;UTM  15      - 3,269,378.560   725,205.029   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 39.9
 AH6270:UTM  15      -  GCB 05                                   348 08 37.3
 AH6270
 AH6270|---------------------------------------------------------------------|
 AH6270| PID    Reference Object                     Distance      Geod. Az  |
 AH6270|                                                           dddmmss.s |
 AH6270| AH6266 GCB 05                              APPROX. 0.8 KM 3491722.9 |
 AH6270|---------------------------------------------------------------------|
 AH6270
 AH6270                          SUPERSEDED SURVEY CONTROL
 AH6270
 AH6270  ELLIP H (02/21/02)  -23.537  (m)                       GP(       ) 5 1
 AH6270  NAD 83(1992)-  29 32 01.61714(N)    090 40 34.03183(W) AD(       ) 1
 AH6270  ELLIP H (12/17/98)  -23.494  (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 = MARCH 13, 2009
 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(2007)-  29 31 38.24312(N)    090 40 28.57219(W)     ADJUSTED  
 AH6269* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6269  **This station is located in a suspected subsidence area (see below).
 AH6269  ___________________________________________________________________
 AH6269  EPOCH DATE  -        2002.00
 AH6269  X           -     -65,394.484 (meters)                     COMP
 AH6269  Y           -  -5,553,863.029 (meters)                     COMP
 AH6269  Z           -   3,124,875.381 (meters)                     COMP
 AH6269  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AH6269  ELLIP HEIGHT-         -23.837 (meters)          (02/10/07) ADJUSTED
 AH6269  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 AH6269
 AH6269  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6269  Type    PID    Designation                      North   East  Ellip
 AH6269  -------------------------------------------------------------------
 AH6269  NETWORK AH6269 GCB 07                            2.43   5.98  10.94
 AH6269  -------------------------------------------------------------------
 AH6269
 AH6269.The horizontal coordinates were established by GPS observations
 AH6269.and adjusted by the National Geodetic Survey in February 2007.
 AH6269
 AH6269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6269.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6269.The horizontal coordinates are valid at the epoch date displayed above.
 AH6269.The epoch date for horizontal control is a decimal equivalence
 AH6269.of Year/Month/Day.
 AH6269
 AH6269.The orthometric height was determined by GPS observations and a
 AH6269.high-resolution geoid model.
 AH6269 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6269 ** and geoid heights are valid at the date of observation. These heights
 AH6269 ** must always be validated when used as control.
 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 more information.
 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
 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     -   114,054.041 1,063,854.537   MT  0.99995967   +0 19 45.7
 AH6269;SPC LA S     -   374,192.30  3,490,329.43   sFT  0.99995967   +0 19 45.7
 AH6269;UTM  15      - 3,268,661.808   725,366.470   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  =   1.00023047
 AH6269
 AH6269:                Primary Azimuth Mark                     Grid Az
 AH6269:SPC LA S     -  ASHLAND AZ MK                            185 00 51.0
 AH6269:UTM  15      -  ASHLAND AZ MK                            184 11 49.2
 AH6269
 AH6269|---------------------------------------------------------------------|
 AH6269| PID    Reference Object                     Distance      Geod. Az  |
 AH6269|                                                           dddmmss.s |
 AH6269| AU3504 ASHLAND AZ MK                       APPROX. 0.6 KM 1852036.7 |
 AH6269| AH6270 GCB 06                              APPROX. 0.7 KM 3482711.3 |
 AH6269|---------------------------------------------------------------------|
 AH6269
 AH6269                          SUPERSEDED SURVEY CONTROL
 AH6269
 AH6269  ELLIP H (02/21/02)  -23.840  (m)                       GP(       ) 5 1
 AH6269  NAD 83(1992)-  29 31 38.24361(N)    090 40 28.57064(W) AD(       ) 1
 AH6269  ELLIP H (12/17/98)  -23.800  (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: 15RYN2536668662(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 = MARCH 13, 2009
 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(2007)-  29 30 05.38306(N)    090 40 39.08173(W)     ADJUSTED  
 AH6275* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6275  **This station is located in a suspected subsidence area (see below).
 AH6275  ___________________________________________________________________
 AH6275  EPOCH DATE  -        2002.00
 AH6275  X           -     -65,694.123 (meters)                     COMP
 AH6275  Y           -  -5,555,268.514 (meters)                     COMP
 AH6275  Z           -   3,122,387.466 (meters)                     COMP
 AH6275  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6275  ELLIP HEIGHT-         -23.399 (meters)          (02/10/07) ADJUSTED
 AH6275  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 AH6275
 AH6275  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6275  Type    PID    Designation                      North   East  Ellip
 AH6275  -------------------------------------------------------------------
 AH6275  NETWORK AH6275 GCB 08                            1.61   1.39   3.55
 AH6275  -------------------------------------------------------------------
 AH6275
 AH6275.The horizontal coordinates were established by GPS observations
 AH6275.and adjusted by the National Geodetic Survey in February 2007.
 AH6275
 AH6275.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6275.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6275.The horizontal coordinates are valid at the epoch date displayed above.
 AH6275.The epoch date for horizontal control is a decimal equivalence
 AH6275.of Year/Month/Day.
 AH6275
 AH6275.The orthometric height was determined by GPS observations and a
 AH6275.high-resolution geoid model.
 AH6275 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6275 ** and geoid heights are valid at the date of observation. These heights
 AH6275 ** must always be validated when used as control.
 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 more information.
 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
 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     -   111,193.405 1,063,587.916   MT  0.99996346   +0 19 40.5
 AH6275;SPC LA S     -   364,807.03  3,489,454.69   sFT  0.99996346   +0 19 40.5
 AH6275;UTM  15      - 3,265,796.905   725,140.592   MT  1.00022548   +1 08 39.0
 AH6275
 AH6275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6275!SPC LA S     -   1.00000368  x   0.99996346  =   0.99996713
 AH6275!UTM  15      -   1.00000368  x   1.00022548  =   1.00022916
 AH6275
 AH6275:                Primary Azimuth Mark                     Grid Az
 AH6275:SPC LA S     -  GCB 09                                   235 35 08.2
 AH6275:UTM  15      -  GCB 09                                   234 46 09.7
 AH6275
 AH6275|---------------------------------------------------------------------|
 AH6275| PID    Reference Object                     Distance      Geod. Az  |
 AH6275|                                                           dddmmss.s |
 AH6275| AH6279 GCB 09                              APPROX. 0.8 KM 2355448.7 |
 AH6275|---------------------------------------------------------------------|
 AH6275
 AH6275                          SUPERSEDED SURVEY CONTROL
 AH6275
 AH6275  ELLIP H (02/21/02)  -23.362  (m)                       GP(       ) 5 1
 AH6275  NAD 83(1992)-  29 30 05.38331(N)    090 40 39.08072(W) AD(       ) 1
 AH6275  ELLIP H (12/17/98)  -23.337  (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 = MARCH 13, 2009
 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(2007)-  29 29 50.28866(N)    090 41 04.57795(W)     ADJUSTED  
 AH6279* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6279  **This station is located in a suspected subsidence area (see below).
 AH6279  ___________________________________________________________________
 AH6279  EPOCH DATE  -        2002.00
 AH6279  X           -     -66,383.528 (meters)                     COMP
 AH6279  Y           -  -5,555,488.276 (meters)                     COMP
 AH6279  Z           -   3,121,982.445 (meters)                     COMP
 AH6279  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AH6279  ELLIP HEIGHT-         -24.446 (meters)          (02/10/07) ADJUSTED
 AH6279  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 AH6279
 AH6279  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6279  Type    PID    Designation                      North   East  Ellip
 AH6279  -------------------------------------------------------------------
 AH6279  NETWORK AH6279 GCB 09                            1.49   1.29   3.21
 AH6279  -------------------------------------------------------------------
 AH6279
 AH6279.The horizontal coordinates were established by GPS observations
 AH6279.and adjusted by the National Geodetic Survey in February 2007.
 AH6279
 AH6279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6279.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6279.The horizontal coordinates are valid at the epoch date displayed above.
 AH6279.The epoch date for horizontal control is a decimal equivalence
 AH6279.of Year/Month/Day.
 AH6279
 AH6279.The orthometric height was determined by GPS observations and a
 AH6279.high-resolution geoid model.
 AH6279 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6279 ** and geoid heights are valid at the date of observation. These heights
 AH6279 ** must always be validated when used as control.
 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 more information.
 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
 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     -   110,724.764 1,062,903.851   MT  0.99996410   +0 19 27.7
 AH6279;SPC LA S     -   363,269.50  3,487,210.38   sFT  0.99996410   +0 19 27.7
 AH6279;UTM  15      - 3,265,318.442   724,463.096   MT  1.00022172   +1 08 25.9
 AH6279
 AH6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6279!SPC LA S     -   1.00000384  x   0.99996410  =   0.99996794
 AH6279!UTM  15      -   1.00000384  x   1.00022172  =   1.00022556
 AH6279
 AH6279:                Primary Azimuth Mark                     Grid Az
 AH6279:SPC LA S     -  GCB 08                                   055 35 08.4
 AH6279:UTM  15      -  GCB 08                                   054 46 10.2
 AH6279
 AH6279|---------------------------------------------------------------------|
 AH6279| PID    Reference Object                     Distance      Geod. Az  |
 AH6279|                                                           dddmmss.s |
 AH6279| AH6275 GCB 08                              APPROX. 0.8 KM 0555436.1 |
 AH6279|---------------------------------------------------------------------|
 AH6279
 AH6279                          SUPERSEDED SURVEY CONTROL
 AH6279
 AH6279  ELLIP H (02/21/02)  -24.410  (m)                       GP(       ) 5 1
 AH6279  NAD 83(1992)-  29 29 50.28892(N)    090 41 04.57695(W) AD(       ) 1
 AH6279  ELLIP H (12/17/98)  -24.385  (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 = MARCH 13, 2009
 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(2007)-  29 28 58.11192(N)    090 41 56.07042(W)     ADJUSTED  
 AH6281* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6281  **This station is located in a suspected subsidence area (see below).
 AH6281  ___________________________________________________________________
 AH6281  EPOCH DATE  -        2002.00
 AH6281  X           -     -67,780.069 (meters)                     COMP
 AH6281  Y           -  -5,556,263.151 (meters)                     COMP
 AH6281  Z           -   3,120,584.542 (meters)                     COMP
 AH6281  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6281  ELLIP HEIGHT-         -23.485 (meters)          (02/10/07) ADJUSTED
 AH6281  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 AH6281
 AH6281  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6281  Type    PID    Designation                      North   East  Ellip
 AH6281  -------------------------------------------------------------------
 AH6281  NETWORK AH6281 GCB 10                            1.47   1.43   3.39
 AH6281  -------------------------------------------------------------------
 AH6281
 AH6281.The horizontal coordinates were established by GPS observations
 AH6281.and adjusted by the National Geodetic Survey in February 2007.
 AH6281
 AH6281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6281.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6281.The horizontal coordinates are valid at the epoch date displayed above.
 AH6281.The epoch date for horizontal control is a decimal equivalence
 AH6281.of Year/Month/Day.
 AH6281
 AH6281.The orthometric height was determined by GPS observations and a
 AH6281.high-resolution geoid model.
 AH6281 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6281 ** and geoid heights are valid at the date of observation. These heights
 AH6281 ** must always be validated when used as control.
 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 more information.
 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
 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     -   109,110.559 1,061,525.826   MT  0.99996634   +0 19 02.0
 AH6281;SPC LA S     -   357,973.56  3,482,689.31   sFT  0.99996634   +0 19 02.0
 AH6281;UTM  15      - 3,263,684.363   723,107.856   MT  1.00021424   +1 07 58.7
 AH6281
 AH6281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6281!SPC LA S     -   1.00000369  x   0.99996634  =   0.99997003
 AH6281!UTM  15      -   1.00000369  x   1.00021424  =   1.00021793
 AH6281
 AH6281:                Primary Azimuth Mark                     Grid Az
 AH6281:SPC LA S     -  GCB 11                                   193 02 16.5
 AH6281:UTM  15      -  GCB 11                                   192 13 19.8
 AH6281
 AH6281|---------------------------------------------------------------------|
 AH6281| PID    Reference Object                     Distance      Geod. Az  |
 AH6281|                                                           dddmmss.s |
 AH6281| AH6290 GCB 11                              APPROX. 0.8 KM 1932118.5 |
 AH6281|---------------------------------------------------------------------|
 AH6281
 AH6281                          SUPERSEDED SURVEY CONTROL
 AH6281
 AH6281  ELLIP H (02/21/02)  -23.447  (m)                       GP(       ) 5 1
 AH6281  NAD 83(1992)-  29 28 58.11216(N)    090 41 56.06942(W) AD(       ) 1
 AH6281  ELLIP H (12/17/98)  -23.422  (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 = MARCH 13, 2009
 AH6290 ***********************************************************************
 AH6290  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 28 32.56624(N)    090 42 03.00141(W)     ADJUSTED  
 AH6290* NAVD 88     -         0.69   (meters)       2.3    (feet)  GPS OBS(2006.81)
 AH6290  **This station is located in a suspected subsidence area (see below).
 AH6290  ___________________________________________________________________
 AH6290  EPOCH DATE  -        2002.00
 AH6290  X           -     -67,971.498 (meters)                     COMP
 AH6290  Y           -  -5,556,647.203 (meters)                     COMP
 AH6290  Z           -   3,119,899.429 (meters)                     COMP
 AH6290  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AH6290  ELLIP HEIGHT-         -24.294 (meters)          (03/12/08) ADJUSTED
 AH6290  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 AH6290  HORZ ORDER  -  A
 AH6290  ELLP ORDER  -  THIRD     CLASS I
 AH6290
 AH6290.The horizontal coordinates were established by GPS observations
 AH6290.and adjusted by the National Geodetic Survey in March 2008.
 AH6290
 AH6290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6290.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6290.The horizontal coordinates are valid at the epoch date displayed above.
 AH6290.The epoch date for horizontal control is a decimal equivalence
 AH6290.of Year/Month/Day.
 AH6290
 AH6290.The orthometric height was determined by GPS observations and a
 AH6290.high-resolution geoid model.
 AH6290 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6290 ** and geoid heights are valid at the date of observation. These heights
 AH6290 ** must always be validated when used as control.
 AH6290 ** The orthometric height was determined by GPS observations using
 AH6290 ** precise GPS observation and processing techniques and a new
 AH6290 ** realization of GEOID03. It supersedes any height that may have been
 AH6290 ** previously determined for this station.
 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
 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 1,061,343.458   MT  0.99996746   +0 18 58.5
 AH6290;SPC LA S     -   355,389.76  3,482,091.00   sFT  0.99996746   +0 18 58.5
 AH6290;UTM  15      - 3,262,894.109   722,936.675   MT  1.00021330   +1 07 54.4
 AH6290
 AH6290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6290!SPC LA S     -   1.00000382  x   0.99996746  =   0.99997128
 AH6290!UTM  15      -   1.00000382  x   1.00021330  =   1.00021712
 AH6290
 AH6290:                Primary Azimuth Mark                     Grid Az
 AH6290:SPC LA S     -  GCB 10                                   013 02 16.6
 AH6290:UTM  15      -  GCB 10                                   012 13 20.7
 AH6290
 AH6290|---------------------------------------------------------------------|
 AH6290| PID    Reference Object                     Distance      Geod. Az  |
 AH6290|                                                           dddmmss.s |
 AH6290| AH6281 GCB 10                              APPROX. 0.8 KM 0132115.1 |
 AH6290| AH6287 GCB 13                              APPROX. 1.7 KM 1860936.8 |
 AH6290|---------------------------------------------------------------------|
 AH6290
 AH6290                          SUPERSEDED SURVEY CONTROL
 AH6290
 AH6290  NAD 83(2007)-  29 28 32.56600(N)    090 42 03.00159(W) AD(       ) 0
 AH6290  ELLIP H (02/10/07)  -24.305  (m)                       GP(       )    
 AH6290  ELLIP H (02/21/02)  -24.268  (m)                       GP(       ) 5 1
 AH6290  NAD 83(1992)-  29 28 32.56624(N)    090 42 03.00058(W) AD(       ) 1
 AH6290  ELLIP H (12/17/98)  -24.244  (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 - November 13, 2008
 AH6290
 AH6290  HISTORY     - Date     Condition        Report By
 AH6290  HISTORY     - 1995     MONUMENTED       MPHI
 AH6290  HISTORY     - 20060603 GOOD             NGS
 AH6290  HISTORY     - 20071030 GOOD             NGS
 AH6290  HISTORY     - 20081113 GOOD             JCLS
 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.
 AH6290
 AH6290                          STATION RECOVERY (2006)
 AH6290
 AH6290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AH6290'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH6290
 AH6290                          STATION RECOVERY (2007)
 AH6290
 AH6290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DJR)
 AH6290'MARK RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITION.  FOUND
 AH6290'THE MARK TO HAVE A 1.5 FOOT BY 3 FOOT CONCRETE PAD SURROUNDING THE
 AH6290'MOMUMENT FOR THE PURPOSE OF MOUNTING TWO 3 FOOT TALL FIBERGLASS
 AH6290'PROTECTIVE BUMPERS TUBES.
 AH6290
 AH6290                          STATION RECOVERY (2008)
 AH6290
 AH6290'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AH6290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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(2007)-  29 28 04.51106(N)    090 42 06.17575(W)     ADJUSTED  
 AH6288* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6288  **This station is located in a suspected subsidence area (see below).
 AH6288  ___________________________________________________________________
 AH6288  EPOCH DATE  -        2002.00
 AH6288  X           -     -68,062.219 (meters)                     COMP
 AH6288  Y           -  -5,557,071.188 (meters)                     COMP
 AH6288  Z           -   3,119,147.436 (meters)                     COMP
 AH6288  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AH6288  ELLIP HEIGHT-         -24.212 (meters)          (02/10/07) ADJUSTED
 AH6288  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 AH6288
 AH6288  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6288  Type    PID    Designation                      North   East  Ellip
 AH6288  -------------------------------------------------------------------
 AH6288  NETWORK AH6288 GCB 12                            1.53   1.65   3.61
 AH6288  -------------------------------------------------------------------
 AH6288
 AH6288.The horizontal coordinates were established by GPS observations
 AH6288.and adjusted by the National Geodetic Survey in February 2007.
 AH6288
 AH6288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6288.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6288.The horizontal coordinates are valid at the epoch date displayed above.
 AH6288.The epoch date for horizontal control is a decimal equivalence
 AH6288.of Year/Month/Day.
 AH6288
 AH6288.The orthometric height was determined by GPS observations and a
 AH6288.high-resolution geoid model.
 AH6288 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6288 ** and geoid heights are valid at the date of observation. These heights
 AH6288 ** must always be validated when used as control.
 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 more information.
 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
 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     -   107,458.768 1,061,262.702   MT  0.99996870   +0 18 56.9
 AH6288;SPC LA S     -   352,554.31  3,481,826.05   sFT  0.99996870   +0 18 56.9
 AH6288;UTM  15      - 3,262,028.588   722,868.209   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 17.9
 AH6288:UTM  15      -  GCB 11                                   004 31 22.9
 AH6288
 AH6288|---------------------------------------------------------------------|
 AH6288| PID    Reference Object                     Distance      Geod. Az  |
 AH6288|                                                           dddmmss.s |
 AH6288| AH6290 GCB 11                              APPROX. 0.9 KM 0053914.8 |
 AH6288|---------------------------------------------------------------------|
 AH6288
 AH6288                          SUPERSEDED SURVEY CONTROL
 AH6288
 AH6288  ELLIP H (02/21/02)  -24.174  (m)                       GP(       ) 5 1
 AH6288  NAD 83(1992)-  29 28 04.51130(N)    090 42 06.17474(W) AD(       ) 1
 AH6288  ELLIP H (12/17/98)  -24.150  (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 = MARCH 13, 2009
 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(2007)-  29 27 36.52929(N)    090 42 09.91247(W)     ADJUSTED  
 AH6287* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6287  **This station is located in a suspected subsidence area (see below).
 AH6287  ___________________________________________________________________
 AH6287  EPOCH DATE  -        2002.00
 AH6287  X           -     -68,168.088 (meters)                     COMP
 AH6287  Y           -  -5,557,493.598 (meters)                     COMP
 AH6287  Z           -   3,118,397.257 (meters)                     COMP
 AH6287  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6287  ELLIP HEIGHT-         -24.328 (meters)          (02/10/07) ADJUSTED
 AH6287  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 AH6287
 AH6287  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6287  Type    PID    Designation                      North   East  Ellip
 AH6287  -------------------------------------------------------------------
 AH6287  NETWORK AH6287 GCB 13                            1.63   1.63   3.80
 AH6287  -------------------------------------------------------------------
 AH6287
 AH6287.The horizontal coordinates were established by GPS observations
 AH6287.and adjusted by the National Geodetic Survey in February 2007.
 AH6287
 AH6287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6287.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6287.The horizontal coordinates are valid at the epoch date displayed above.
 AH6287.The epoch date for horizontal control is a decimal equivalence
 AH6287.of Year/Month/Day.
 AH6287
 AH6287.The orthometric height was determined by GPS observations and a
 AH6287.high-resolution geoid model.
 AH6287 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6287 ** and geoid heights are valid at the date of observation. These heights
 AH6287 ** must always be validated when used as control.
 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 more information.
 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
 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     -   106,596.699 1,061,166.767   MT  0.99996996   +0 18 55.1
 AH6287;SPC LA S     -   349,726.00  3,481,511.30   sFT  0.99996996   +0 18 55.1
 AH6287;UTM  15      - 3,261,165.031   722,784.528   MT  1.00021246   +1 07 49.1
 AH6287
 AH6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6287!SPC LA S     -   1.00000382  x   0.99996996  =   0.99997378
 AH6287!UTM  15      -   1.00000382  x   1.00021246  =   1.00021628
 AH6287
 AH6287:                Primary Azimuth Mark                     Grid Az
 AH6287:SPC LA S     -  GCB 12                                   006 21 00.0
 AH6287:UTM  15      -  GCB 12                                   005 32 06.0
 AH6287
 AH6287|---------------------------------------------------------------------|
 AH6287| PID    Reference Object                     Distance      Geod. Az  |
 AH6287|                                                           dddmmss.s |
 AH6287| AH6288 GCB 12                              APPROX. 0.9 KM 0063955.1 |
 AH6287|---------------------------------------------------------------------|
 AH6287
 AH6287                          SUPERSEDED SURVEY CONTROL
 AH6287
 AH6287  ELLIP H (02/21/02)  -24.292  (m)                       GP(       ) 5 1
 AH6287  NAD 83(1992)-  29 27 36.52954(N)    090 42 09.91144(W) AD(       ) 1
 AH6287  ELLIP H (12/17/98)  -24.267  (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 = MARCH 13, 2009
 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(2007)-  29 27 12.62929(N)    090 42 11.27787(W)     ADJUSTED  
 AH6286* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6286  **This station is located in a suspected subsidence area (see below).
 AH6286  ___________________________________________________________________
 AH6286  EPOCH DATE  -        2002.00
 AH6286  X           -     -68,209.320 (meters)                     COMP
 AH6286  Y           -  -5,557,855.226 (meters)                     COMP
 AH6286  Z           -   3,117,756.640 (meters)                     COMP
 AH6286  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AH6286  ELLIP HEIGHT-         -24.067 (meters)          (02/10/07) ADJUSTED
 AH6286  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 AH6286
 AH6286  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6286  Type    PID    Designation                      North   East  Ellip
 AH6286  -------------------------------------------------------------------
 AH6286  NETWORK AH6286 GCB 14                            1.49   1.47   3.41
 AH6286  -------------------------------------------------------------------
 AH6286
 AH6286.The horizontal coordinates were established by GPS observations
 AH6286.and adjusted by the National Geodetic Survey in February 2007.
 AH6286
 AH6286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6286.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6286.The horizontal coordinates are valid at the epoch date displayed above.
 AH6286.The epoch date for horizontal control is a decimal equivalence
 AH6286.of Year/Month/Day.
 AH6286
 AH6286.The orthometric height was determined by GPS observations and a
 AH6286.high-resolution geoid model.
 AH6286 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6286 ** and geoid heights are valid at the date of observation. These heights
 AH6286 ** must always be validated when used as control.
 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 more information.
 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
 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     -   105,860.653 1,061,134.024   MT  0.99997106   +0 18 54.4
 AH6286;SPC LA S     -   347,311.16  3,481,403.88   sFT  0.99997106   +0 18 54.4
 AH6286;UTM  15      - 3,260,428.415   722,762.251   MT  1.00021234   +1 07 47.6
 AH6286
 AH6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6286!SPC LA S     -   1.00000378  x   0.99997106  =   0.99997484
 AH6286!UTM  15      -   1.00000378  x   1.00021234  =   1.00021612
 AH6286
 AH6286:                Primary Azimuth Mark                     Grid Az
 AH6286:SPC LA S     -  GCB 13                                   002 32 49.6
 AH6286:UTM  15      -  GCB 13                                   001 43 56.4
 AH6286
 AH6286|---------------------------------------------------------------------|
 AH6286| PID    Reference Object                     Distance      Geod. Az  |
 AH6286|                                                           dddmmss.s |
 AH6286| AH6287 GCB 13                              APPROX. 0.7 KM 0025144.0 |
 AH6286|---------------------------------------------------------------------|
 AH6286
 AH6286                          SUPERSEDED SURVEY CONTROL
 AH6286
 AH6286  ELLIP H (02/21/02)  -24.029  (m)                       GP(       ) 5 1
 AH6286  NAD 83(1992)-  29 27 12.62950(N)    090 42 11.27682(W) AD(       ) 1
 AH6286  ELLIP H (12/17/98)  -24.007  (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 = MARCH 13, 2009
 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(2007)-  29 26 23.77074(N)    090 42 08.49089(W)     ADJUSTED  
 AH6293* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6293  **This station is located in a suspected subsidence area (see below).
 AH6293  ___________________________________________________________________
 AH6293  EPOCH DATE  -        2002.00
 AH6293  X           -     -68,143.288 (meters)                     COMP
 AH6293  Y           -  -5,558,595.463 (meters)                     COMP
 AH6293  Z           -   3,116,446.540 (meters)                     COMP
 AH6293  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AH6293  ELLIP HEIGHT-         -24.276 (meters)          (02/10/07) ADJUSTED
 AH6293  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 AH6293
 AH6293  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6293  Type    PID    Designation                      North   East  Ellip
 AH6293  -------------------------------------------------------------------
 AH6293  NETWORK AH6293 GCB 15                            1.12   1.00   2.55
 AH6293  -------------------------------------------------------------------
 AH6293
 AH6293.The horizontal coordinates were established by GPS observations
 AH6293.and adjusted by the National Geodetic Survey in February 2007.
 AH6293
 AH6293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6293.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6293.The horizontal coordinates are valid at the epoch date displayed above.
 AH6293.The epoch date for horizontal control is a decimal equivalence
 AH6293.of Year/Month/Day.
 AH6293
 AH6293.The orthometric height was determined by GPS observations and a
 AH6293.high-resolution geoid model.
 AH6293 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6293 ** and geoid heights are valid at the date of observation. These heights
 AH6293 ** must always be validated when used as control.
 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 more information.
 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
 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     -   104,356.787 1,061,217.406   MT  0.99997333   +0 18 55.8
 AH6293;SPC LA S     -   342,377.23  3,481,677.44   sFT  0.99997333   +0 18 55.8
 AH6293;UTM  15      - 3,258,925.526   722,867.028   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 (02/21/02)  -24.236  (m)                       GP(       ) 5 1
 AH6293  NAD 83(1992)-  29 26 23.77093(N)    090 42 08.48982(W) AD(       ) 1
 AH6293  ELLIP H (12/17/98)  -24.218  (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 = MARCH 13, 2009
 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(2007)-  29 25 19.38427(N)    090 41 57.51326(W)     ADJUSTED  
 AH6298* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6298  **This station is located in a suspected subsidence area (see below).
 AH6298  ___________________________________________________________________
 AH6298  EPOCH DATE  -        2002.00
 AH6298  X           -     -67,859.345 (meters)                     COMP
 AH6298  Y           -  -5,559,573.307 (meters)                     COMP
 AH6298  Z           -   3,114,720.046 (meters)                     COMP
 AH6298  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6298  ELLIP HEIGHT-         -24.069 (meters)          (02/10/07) ADJUSTED
 AH6298  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 AH6298
 AH6298  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6298  Type    PID    Designation                      North   East  Ellip
 AH6298  -------------------------------------------------------------------
 AH6298  NETWORK AH6298 GCB 16                            1.67   1.80   4.74
 AH6298  -------------------------------------------------------------------
 AH6298
 AH6298.The horizontal coordinates were established by GPS observations
 AH6298.and adjusted by the National Geodetic Survey in February 2007.
 AH6298
 AH6298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6298.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6298.The horizontal coordinates are valid at the epoch date displayed above.
 AH6298.The epoch date for horizontal control is a decimal equivalence
 AH6298.of Year/Month/Day.
 AH6298
 AH6298.The orthometric height was determined by GPS observations and a
 AH6298.high-resolution geoid model.
 AH6298 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6298 ** and geoid heights are valid at the date of observation. These heights
 AH6298 ** must always be validated when used as control.
 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 more information.
 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
 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     -   102,376.060 1,061,524.220   MT  0.99997641   +0 19 01.3
 AH6298;SPC LA S     -   335,878.79  3,482,684.05   sFT  0.99997641   +0 19 01.3
 AH6298;UTM  15      - 3,256,948.885   723,202.029   MT  1.00021476   +1 07 50.4
 AH6298
 AH6298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6298!SPC LA S     -   1.00000378  x   0.99997641  =   0.99998019
 AH6298!UTM  15      -   1.00000378  x   1.00021476  =   1.00021854
 AH6298
 AH6298:                Primary Azimuth Mark                     Grid Az
 AH6298:SPC LA S     -  GCB 18                                   183 24 10.7
 AH6298:UTM  15      -  GCB 18                                   182 35 21.6
 AH6298
 AH6298|---------------------------------------------------------------------|
 AH6298| PID    Reference Object                     Distance      Geod. Az  |
 AH6298|                                                           dddmmss.s |
 AH6298| AH6219 GCB 18                              APPROX. 1.6 KM 1834312.0 |
 AH6298|---------------------------------------------------------------------|
 AH6298
 AH6298                          SUPERSEDED SURVEY CONTROL
 AH6298
 AH6298  ELLIP H (02/21/02)  -24.029  (m)                       GP(       ) 5 1
 AH6298  NAD 83(1992)-  29 25 19.38449(N)    090 41 57.51222(W) AD(       ) 1
 AH6298  ELLIP H (12/17/98)  -24.014  (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 = MARCH 13, 2009
 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(2007)-  29 24 54.56633(N)    090 42 00.61646(W)     ADJUSTED  
 AH6221* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6221  **This station is located in a suspected subsidence area (see below).
 AH6221  ___________________________________________________________________
 AH6221  EPOCH DATE  -        2002.00
 AH6221  X           -     -67,947.576 (meters)                     COMP
 AH6221  Y           -  -5,559,947.794 (meters)                     COMP
 AH6221  Z           -   3,114,054.561 (meters)                     COMP
 AH6221  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6221  ELLIP HEIGHT-         -23.834 (meters)          (02/10/07) ADJUSTED
 AH6221  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 AH6221
 AH6221  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6221  Type    PID    Designation                      North   East  Ellip
 AH6221  -------------------------------------------------------------------
 AH6221  NETWORK AH6221 GCB 17                            2.12   2.49   6.31
 AH6221  -------------------------------------------------------------------
 AH6221
 AH6221.The horizontal coordinates were established by GPS observations
 AH6221.and adjusted by the National Geodetic Survey in February 2007.
 AH6221
 AH6221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6221.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6221.The horizontal coordinates are valid at the epoch date displayed above.
 AH6221.The epoch date for horizontal control is a decimal equivalence
 AH6221.of Year/Month/Day.
 AH6221
 AH6221.The orthometric height was determined by GPS observations and a
 AH6221.high-resolution geoid model.
 AH6221 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6221 ** and geoid heights are valid at the date of observation. These heights
 AH6221 ** must always be validated when used as control.
 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 more information.
 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
 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     -   101,611.492 1,061,444.796   MT  0.99997762   +0 18 59.7
 AH6221;SPC LA S     -   333,370.37  3,482,423.47   sFT  0.99997762   +0 18 59.7
 AH6221;UTM  15      - 3,256,183.084   723,133.452   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 (02/21/02)  -23.796  (m)                       GP(       ) 5 1
 AH6221  NAD 83(1992)-  29 24 54.56654(N)    090 42 00.61542(W) AD(       ) 1
 AH6221  ELLIP H (12/17/98)  -23.785  (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 = MARCH 13, 2009
 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(2007)-  29 24 26.49204(N)    090 42 01.44074(W)     ADJUSTED  
 AH6219* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6219  **This station is located in a suspected subsidence area (see below).
 AH6219  ___________________________________________________________________
 AH6219  EPOCH DATE  -        2002.00
 AH6219  X           -     -67,974.982 (meters)                     COMP
 AH6219  Y           -  -5,560,371.851 (meters)                     COMP
 AH6219  Z           -   3,113,301.505 (meters)                     COMP
 AH6219  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AH6219  ELLIP HEIGHT-         -23.973 (meters)          (02/10/07) ADJUSTED
 AH6219  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 AH6219
 AH6219  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6219  Type    PID    Designation                      North   East  Ellip
 AH6219  -------------------------------------------------------------------
 AH6219  NETWORK AH6219 GCB 18                            1.45   1.88   4.86
 AH6219  -------------------------------------------------------------------
 AH6219
 AH6219.The horizontal coordinates were established by GPS observations
 AH6219.and adjusted by the National Geodetic Survey in February 2007.
 AH6219
 AH6219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6219.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6219.The horizontal coordinates are valid at the epoch date displayed above.
 AH6219.The epoch date for horizontal control is a decimal equivalence
 AH6219.of Year/Month/Day.
 AH6219
 AH6219.The orthometric height was determined by GPS observations and a
 AH6219.high-resolution geoid model.
 AH6219 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6219 ** and geoid heights are valid at the date of observation. These heights
 AH6219 ** must always be validated when used as control.
 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 more information.
 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
 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     -   100,747.004 1,061,427.351   MT  0.99997901   +0 18 59.3
 AH6219;SPC LA S     -   330,534.13  3,482,366.23   sFT  0.99997901   +0 18 59.3
 AH6219;UTM  15      - 3,255,318.232   723,128.278   MT  1.00021436   +1 07 46.6
 AH6219
 AH6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6219!SPC LA S     -   1.00000377  x   0.99997901  =   0.99998278
 AH6219!UTM  15      -   1.00000377  x   1.00021436  =   1.00021813
 AH6219
 AH6219:                Primary Azimuth Mark                     Grid Az
 AH6219:SPC LA S     -  GCB 17                                   001 09 21.9
 AH6219:UTM  15      -  GCB 17                                   000 20 34.6
 AH6219
 AH6219|---------------------------------------------------------------------|
 AH6219| PID    Reference Object                     Distance      Geod. Az  |
 AH6219|                                                           dddmmss.s |
 AH6219| AH6221 GCB 17                              APPROX. 0.9 KM 0012821.2 |
 AH6219| AH6220 GCB 19                              APPROX. 0.7 KM 2052107.3 |
 AH6219|---------------------------------------------------------------------|
 AH6219
 AH6219                          SUPERSEDED SURVEY CONTROL
 AH6219
 AH6219  ELLIP H (02/21/02)  -23.933  (m)                       GP(       ) 5 1
 AH6219  NAD 83(1992)-  29 24 26.49224(N)    090 42 01.43973(W) AD(       ) 1
 AH6219  ELLIP H (12/17/98)  -23.925  (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 = MARCH 13, 2009
 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(2007)-  29 24 05.70903(N)    090 42 12.68616(W)     ADJUSTED  
 AH6220* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6220  **This station is located in a suspected subsidence area (see below).
 AH6220  ___________________________________________________________________
 AH6220  EPOCH DATE  -        2002.00
 AH6220  X           -     -68,281.985 (meters)                     COMP
 AH6220  Y           -  -5,560,682.125 (meters)                     COMP
 AH6220  Z           -   3,112,743.951 (meters)                     COMP
 AH6220  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6220  ELLIP HEIGHT-         -24.157 (meters)          (02/10/07) ADJUSTED
 AH6220  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 AH6220
 AH6220  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6220  Type    PID    Designation                      North   East  Ellip
 AH6220  -------------------------------------------------------------------
 AH6220  NETWORK AH6220 GCB 19                            1.31   1.51   3.18
 AH6220  -------------------------------------------------------------------
 AH6220
 AH6220.The horizontal coordinates were established by GPS observations
 AH6220.and adjusted by the National Geodetic Survey in February 2007.
 AH6220
 AH6220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6220.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6220.The horizontal coordinates are valid at the epoch date displayed above.
 AH6220.The epoch date for horizontal control is a decimal equivalence
 AH6220.of Year/Month/Day.
 AH6220
 AH6220.The orthometric height was determined by GPS observations and a
 AH6220.high-resolution geoid model.
 AH6220 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6220 ** and geoid heights are valid at the date of observation. These heights
 AH6220 ** must always be validated when used as control.
 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 more information.
 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
 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     -   100,105.457 1,061,127.707   MT  0.99998005   +0 18 53.7
 AH6220;SPC LA S     -   328,429.32  3,481,383.15   sFT  0.99998005   +0 18 53.7
 AH6220;UTM  15      - 3,254,672.346   722,837.700   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 08.1
 AH6220:UTM  15      -  GCB 18                                   024 13 21.5
 AH6220
 AH6220|---------------------------------------------------------------------|
 AH6220| PID    Reference Object                     Distance      Geod. Az  |
 AH6220|                                                           dddmmss.s |
 AH6220| AH6219 GCB 18                              APPROX. 0.7 KM 0252101.8 |
 AH6220|---------------------------------------------------------------------|
 AH6220
 AH6220                          SUPERSEDED SURVEY CONTROL
 AH6220
 AH6220  ELLIP H (02/21/02)  -24.121  (m)                       GP(       ) 5 1
 AH6220  NAD 83(1992)-  29 24 05.70925(N)    090 42 12.68505(W) AD(       ) 1
 AH6220  ELLIP H (12/17/98)  -24.113  (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 = MARCH 13, 2009
 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(2007)-  29 23 41.53059(N)    090 42 33.25351(W)     ADJUSTED  
 AH6238* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6238  **This station is located in a suspected subsidence area (see below).
 AH6238  ___________________________________________________________________
 AH6238  EPOCH DATE  -        2002.00
 AH6238  X           -     -68,840.985 (meters)                     COMP
 AH6238  Y           -  -5,561,040.883 (meters)                     COMP
 AH6238  Z           -   3,112,095.483 (meters)                     COMP
 AH6238  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6238  ELLIP HEIGHT-         -23.934 (meters)          (02/10/07) ADJUSTED
 AH6238  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 AH6238
 AH6238  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6238  Type    PID    Designation                      North   East  Ellip
 AH6238  -------------------------------------------------------------------
 AH6238  NETWORK AH6238 GCB 20                            1.45   1.41   3.19
 AH6238  -------------------------------------------------------------------
 AH6238
 AH6238.The horizontal coordinates were established by GPS observations
 AH6238.and adjusted by the National Geodetic Survey in February 2007.
 AH6238
 AH6238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6238.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6238.The horizontal coordinates are valid at the epoch date displayed above.
 AH6238.The epoch date for horizontal control is a decimal equivalence
 AH6238.of Year/Month/Day.
 AH6238
 AH6238.The orthometric height was determined by GPS observations and a
 AH6238.high-resolution geoid model.
 AH6238 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6238 ** and geoid heights are valid at the date of observation. These heights
 AH6238 ** must always be validated when used as control.
 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 more information.
 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
 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     -    99,358.005 1,060,577.263   MT  0.99998127   +0 18 43.4
 AH6238;SPC LA S     -   325,977.05  3,479,577.24   sFT  0.99998127   +0 18 43.4
 AH6238;UTM  15      - 3,253,916.987   722,297.790   MT  1.00020980   +1 07 29.4
 AH6238
 AH6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6238!SPC LA S     -   1.00000376  x   0.99998127  =   0.99998503
 AH6238!UTM  15      -   1.00000376  x   1.00020980  =   1.00021356
 AH6238
 AH6238:                Primary Azimuth Mark                     Grid Az
 AH6238:SPC LA S     -  GCB 21                                   216 18 37.1
 AH6238:UTM  15      -  GCB 21                                   215 29 51.1
 AH6238
 AH6238|---------------------------------------------------------------------|
 AH6238| PID    Reference Object                     Distance      Geod. Az  |
 AH6238|                                                           dddmmss.s |
 AH6238| AH6334 GCB 21                              APPROX. 0.8 KM 2163720.5 |
 AH6238|---------------------------------------------------------------------|
 AH6238
 AH6238                          SUPERSEDED SURVEY CONTROL
 AH6238
 AH6238  ELLIP H (02/21/02)  -23.899  (m)                       GP(       ) 5 1
 AH6238  NAD 83(1992)-  29 23 41.53080(N)    090 42 33.25237(W) AD(       ) 1
 AH6238  ELLIP H (12/17/98)  -23.893  (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 = MARCH 13, 2009
 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(2007)-  29 23 21.27876(N)    090 42 50.44122(W)     ADJUSTED  
 AH6334* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6334  **This station is located in a suspected subsidence area (see below).
 AH6334  ___________________________________________________________________
 AH6334  EPOCH DATE  -        2002.00
 AH6334  X           -     -69,308.195 (meters)                     COMP
 AH6334  Y           -  -5,561,341.516 (meters)                     COMP
 AH6334  Z           -   3,111,552.421 (meters)                     COMP
 AH6334  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6334  ELLIP HEIGHT-         -23.488 (meters)          (02/10/07) ADJUSTED
 AH6334  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 AH6334
 AH6334  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6334  Type    PID    Designation                      North   East  Ellip
 AH6334  -------------------------------------------------------------------
 AH6334  NETWORK AH6334 GCB 21                            1.57   1.74   4.02
 AH6334  -------------------------------------------------------------------
 AH6334
 AH6334.The horizontal coordinates were established by GPS observations
 AH6334.and adjusted by the National Geodetic Survey in February 2007.
 AH6334
 AH6334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6334.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6334.The horizontal coordinates are valid at the epoch date displayed above.
 AH6334.The epoch date for horizontal control is a decimal equivalence
 AH6334.of Year/Month/Day.
 AH6334
 AH6334.The orthometric height was determined by GPS observations and a
 AH6334.high-resolution geoid model.
 AH6334 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6334 ** and geoid heights are valid at the date of observation. These heights
 AH6334 ** must always be validated when used as control.
 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 more information.
 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
 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     -    98,731.967 1,060,117.219   MT  0.99998231   +0 18 34.8
 AH6334;SPC LA S     -   323,923.13  3,478,067.91   sFT  0.99998231   +0 18 34.8
 AH6334;UTM  15      - 3,253,284.343   721,846.570   MT  1.00020732   +1 07 20.2
 AH6334
 AH6334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6334!SPC LA S     -   1.00000369  x   0.99998231  =   0.99998600
 AH6334!UTM  15      -   1.00000369  x   1.00020732  =   1.00021101
 AH6334
 AH6334:                Primary Azimuth Mark                     Grid Az
 AH6334:SPC LA S     -  GCB 20                                   036 18 37.2
 AH6334:UTM  15      -  GCB 20                                   035 29 51.8
 AH6334
 AH6334|---------------------------------------------------------------------|
 AH6334| PID    Reference Object                     Distance      Geod. Az  |
 AH6334|                                                           dddmmss.s |
 AH6334| AH6238 GCB 20                              APPROX. 0.8 KM 0363712.0 |
 AH6334| AH6333 GCB 22                              APPROX. 0.7 KM 1773313.2 |
 AH6334|---------------------------------------------------------------------|
 AH6334
 AH6334                          SUPERSEDED SURVEY CONTROL
 AH6334
 AH6334  ELLIP H (02/21/02)  -23.452  (m)                       GP(       ) 5 1
 AH6334  NAD 83(1992)-  29 23 21.27900(N)    090 42 50.44009(W) AD(       ) 1
 AH6334  ELLIP H (12/17/98)  -23.445  (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 = MARCH 13, 2009
 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(2007)-  29 22 57.96992(N)    090 42 49.30422(W)     ADJUSTED  
 AH6333* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6333  **This station is located in a suspected subsidence area (see below).
 AH6333  ___________________________________________________________________
 AH6333  EPOCH DATE  -        2002.00
 AH6333  X           -     -69,281.919 (meters)                     COMP
 AH6333  Y           -  -5,561,693.448 (meters)                     COMP
 AH6333  Z           -   3,110,926.772 (meters)                     COMP
 AH6333  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AH6333  ELLIP HEIGHT-         -24.147 (meters)          (02/10/07) ADJUSTED
 AH6333  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 AH6333
 AH6333  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6333  Type    PID    Designation                      North   East  Ellip
 AH6333  -------------------------------------------------------------------
 AH6333  NETWORK AH6333 GCB 22                            1.16   1.23   2.70
 AH6333  -------------------------------------------------------------------
 AH6333
 AH6333.The horizontal coordinates were established by GPS observations
 AH6333.and adjusted by the National Geodetic Survey in February 2007.
 AH6333
 AH6333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6333.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6333.The horizontal coordinates are valid at the epoch date displayed above.
 AH6333.The epoch date for horizontal control is a decimal equivalence
 AH6333.of Year/Month/Day.
 AH6333
 AH6333.The orthometric height was determined by GPS observations and a
 AH6333.high-resolution geoid model.
 AH6333 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6333 ** and geoid heights are valid at the date of observation. These heights
 AH6333 ** must always be validated when used as control.
 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 more information.
 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
 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     -    98,014.488 1,060,151.757   MT  0.99998351   +0 18 35.4
 AH6333;SPC LA S     -   321,569.20  3,478,181.22   sFT  0.99998351   +0 18 35.4
 AH6333;UTM  15      - 3,252,567.265   721,891.289   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 26.6
 AH6333:UTM  15      -  GC 3                                     172 38 42.0
 AH6333
 AH6333|---------------------------------------------------------------------|
 AH6333| PID    Reference Object                     Distance      Geod. Az  |
 AH6333|                                                           dddmmss.s |
 AH6333| AH6332 GC 3                                APPROX. 0.6 KM 1734602.0 |
 AH6333|---------------------------------------------------------------------|
 AH6333
 AH6333                          SUPERSEDED SURVEY CONTROL
 AH6333
 AH6333  ELLIP H (02/21/02)  -24.112  (m)                       GP(       ) 5 1
 AH6333  NAD 83(1992)-  29 22 57.97019(N)    090 42 49.30306(W) AD(       ) 1
 AH6333  ELLIP H (12/17/98)  -24.107  (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 = MARCH 13, 2009
 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(2007)-  30 08 06.53790(N)    093 35 52.69232(W)     ADJUSTED  
 BK3194* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 BK3194  **This station is located in a suspected subsidence area (see below).
 BK3194  ___________________________________________________________________
 BK3194  EPOCH DATE  -        2002.00
 BK3194  X           -    -346,454.376 (meters)                     COMP
 BK3194  Y           -  -5,509,849.605 (meters)                     COMP
 BK3194  Z           -   3,183,328.350 (meters)                     COMP
 BK3194  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BK3194  ELLIP HEIGHT-         -22.219 (meters)          (02/10/07) ADJUSTED
 BK3194  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BK3194
 BK3194  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 BK3194  Type    PID    Designation                      North   East  Ellip
 BK3194  -------------------------------------------------------------------
 BK3194  NETWORK BK3194 GED                               1.20   0.96   2.76
 BK3194  -------------------------------------------------------------------
 BK3194
 BK3194.The horizontal coordinates were established by GPS observations
 BK3194.and adjusted by the National Geodetic Survey in February 2007.
 BK3194
 BK3194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 BK3194.See www.ngs.noaa.gov/NationalReadjustment for more information.
 BK3194.The horizontal coordinates are valid at the epoch date displayed above.
 BK3194.The epoch date for horizontal control is a decimal equivalence
 BK3194.of Year/Month/Day.
 BK3194
 BK3194.The orthometric height was determined by GPS observations and a
 BK3194.high-resolution geoid model.
 BK3194 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BK3194 ** and geoid heights are valid at the date of observation. These heights
 BK3194 ** must always be validated when used as control.
 BK3194 ** The orthometric height has not been validated since last determined
 BK3194 ** by differential leveling and should not be used for control purposes.
 BK3194 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BK3194 ** The geoid height was determined by a new realization of GEOID03 for the
 BK3194 ** epoch indicated which incorporates improved geoid heights for the
 BK3194 ** Southern Louisiana Subsidence area.
 BK3194 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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     -   183,403.146   781,820.118   MT  0.99992848   -1 07 56.4
 BK3194;SPC LA S     -   601,715.15  2,565,021.50   sFT  0.99992848   -1 07 56.4
 BK3194;SPC TX C     - 3,071,576.326 1,348,588.137   MT  0.99999512   +3 28 08.8
 BK3194;SPC TX C     -10,077,330.00  4,424,492.91   sFT  0.99999512   +3 28 08.8
 BK3194;UTM  15      - 3,333,912.047   442,404.954   MT  0.99964092   -0 18 00.8
 BK3194
 BK3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BK3194!SPC LA S     -   1.00000349  x   0.99992848  =   0.99993197
 BK3194!SPC TX C     -   1.00000349  x   0.99999512  =   0.99999861
 BK3194!UTM  15      -   1.00000349  x   0.99964092  =   0.99964441
 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 2483724.9 |
 BK3194| BK3205 ORANGE GULF STATES UTIL E STK       APPROX.13.6 KM 2484827.0 |
 BK3194| BK3206 ORANGE GULF STATES UTIL W STK       APPROX.13.7 KM 2485423.9 |
 BK3194| BK3209 ORANGE GULF ST UTIL CO SPIPE        APPROX.13.6 KM 2485745.2 |
 BK3194| BK3204 ORANGE CANNING PLANT TANK           APPROX.15.7 KM 2492450.8 |
 BK3194| BK3203 ORANGE YELLOW PINE PAPER TK         APPROX.15.1 KM 2500704.9 |
 BK3194| BK3214 ORANGE PRESB CH DOME PINNACLE       APPROX.14.3 KM 2510853.5 |
 BK3194| CV8255 CHIMNEY ON WHITE HOUSE                             2992345.4 |
 BK3194| CV7625 GED RM 2                             71.421 METERS 31623     |
 BK3194|---------------------------------------------------------------------|
 BK3194
 BK3194                          SUPERSEDED SURVEY CONTROL
 BK3194
 BK3194  ELLIP H (02/20/02)  -22.180  (m)                       GP(       ) 4 1
 BK3194  ELLIP H (01/13/95)  -22.091  (m)                       GP(       ) 3 2
 BK3194  NAD 83(1992)-  30 08 06.53581(N)    093 35 52.69150(W) AD(       ) 1
 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    3  
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1064  **This station is located in a suspected subsidence area (see below).
 BJ1064  ___________________________________________________________________
 BJ1064  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ1064  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1064 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1064 ** and geoid heights are valid at the date of observation. These heights
 BJ1064 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ1063  **This station is located in a suspected subsidence area (see below).
 BJ1063  ___________________________________________________________________
 BJ1063  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BJ1063  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 BJ1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BJ1063 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ1063 ** and geoid heights are valid at the date of observation. These heights
 BJ1063 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU1352  **This station is located in a suspected subsidence area (see below).
 AU1352  ___________________________________________________________________
 AU1352  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1352  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU1352 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1352 ** and geoid heights are valid at the date of observation. These heights
 AU1352 ** must always be validated when used as control.
 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 more information.
 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 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                         70.457 METERS 09903     |
 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2017  **This station is located in a suspected 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 was scaled from a topographic map.
 AU2017 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2017 ** and geoid heights are valid at the date of observation. These heights
 AU2017 ** must always be validated when used as control.
 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 more information.
 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 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                         39.168 METERS 02833     |
 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  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 = MARCH 13, 2009
 AU1353 ***********************************************************************
 AU1353  HT_MOD      -  This is a Louisiana Height Modernization Survey Station.
 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(2007)-  29 41 40.81764(N)    090 33 05.63384(W)     ADJUSTED  
 AU1353* NAVD 88     -         3.17   (meters)      10.4    (feet)  GPS OBS(2006.81)
 AU1353  **This station is located in a suspected subsidence area (see below).
 AU1353  ___________________________________________________________________
 AU1353  EPOCH DATE  -        2002.00
 AU1353  X           -     -53,379.597 (meters)                     COMP
 AU1353  Y           -  -5,544,825.000 (meters)                     COMP
 AU1353  Z           -   3,141,006.592 (meters)                     COMP
 AU1353  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AU1353  ELLIP HEIGHT-         -22.258 (meters)          (03/12/08) ADJUSTED
 AU1353  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 AU1353  HORZ ORDER  -  A
 AU1353  ELLP ORDER  -  THIRD     CLASS I
 AU1353
 AU1353.The horizontal coordinates were established by GPS observations
 AU1353.and adjusted by the National Geodetic Survey in March 2008.
 AU1353
 AU1353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU1353.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU1353.The horizontal coordinates are valid at the epoch date displayed above.
 AU1353.The epoch date for horizontal control is a decimal equivalence
 AU1353.of Year/Month/Day.
 AU1353
 AU1353.The orthometric height was determined by GPS observations and a
 AU1353.high-resolution geoid model.
 AU1353 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU1353 ** and geoid heights are valid at the date of observation. These heights
 AU1353 ** must always be validated when used as control.
 AU1353 ** The orthometric height was determined by GPS observations using
 AU1353 ** precise GPS observation and processing techniques and a new
 AU1353 ** realization of GEOID03. It supersedes any height that may have been
 AU1353 ** previously determined for this station.
 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
 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;                    North         East     Units Scale Factor Converg.
 AU1353;SPC LA S     -   132,681.220 1,075,654.627   MT  0.99993993   +0 23 27.2
 AU1353;SPC LA S     -   435,304.97  3,529,043.56   sFT  0.99993993   +0 23 27.2
 AU1353;UTM  15      - 3,287,461.747   736,902.414   MT  1.00029252   +1 12 48.5
 AU1353
 AU1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AU1353!SPC LA S     -   1.00000350  x   0.99993993  =   0.99994343
 AU1353!UTM  15      -   1.00000350  x   1.00029252  =   1.00029602
 AU1353
 AU1353                          SUPERSEDED SURVEY CONTROL
 AU1353
 AU1353  NAD 83(2007)-  29 41 40.81762(N)    090 33 05.63329(W) AD(       ) 0
 AU1353  ELLIP H (02/10/07)  -22.243  (m)                       GP(       )    
 AU1353  NAD 83(1992)-  29 41 40.81763(N)    090 33 05.63263(W) AD(       ) 1
 AU1353  ELLIP H (04/13/05)  -22.181  (m)                       GP(       ) 4 2
 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  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_PROJECTION: PROJECTING 13 CENTIMETERS
 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 - April 26, 2006
 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  HISTORY     - 20060426 GOOD             NGS
 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.
 AU1353
 AU1353                          STATION RECOVERY (2006)
 AU1353
 AU1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RLT)
 AU1353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4176  **This station is located in a suspected subsidence area (see below).
 BJ4176  ___________________________________________________________________
 BJ4176  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 BJ4176  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4176 ** and geoid heights are valid at the date of observation. These heights
 BJ4176 ** must always be validated when used as control.
 BJ4176 ** The orthometric height has not been validated since last determined
 BJ4176 ** by differential leveling and should not be used for control purposes.
 BJ4176 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4176 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4176 ** epoch indicated which incorporates improved geoid heights for the
 BJ4176 ** Southern Louisiana Subsidence area.
 BJ4176 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2413  **This station is located in a suspected subsidence area (see below).
 AU2413  ___________________________________________________________________
 AU2413  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AU2413  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2413 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2413 ** and geoid heights are valid at the date of observation. These heights
 AU2413 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 AU2854  **This station is located in a suspected subsidence area (see below).
 AU2854  ___________________________________________________________________
 AU2854  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AU2854  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 AU2854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AU2854 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU2854 ** and geoid heights are valid at the date of observation. These heights
 AU2854 ** must always be validated when used as control.
 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 more information.
 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 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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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  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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4978  **This station is located in a suspected subsidence area (see below).
 BJ4978  ___________________________________________________________________
 BJ4978  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4978  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4978 ** and geoid heights are valid at the date of observation. These heights
 BJ4978 ** must always be validated when used as control.
 BJ4978 ** The orthometric height has not been validated since last determined
 BJ4978 ** by differential leveling and should not be used for control purposes.
 BJ4978 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4978 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4978 ** epoch indicated which incorporates improved geoid heights for the
 BJ4978 ** Southern Louisiana Subsidence area.
 BJ4978 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4988  **This station is located in a suspected subsidence area (see below).
 BJ4988  ___________________________________________________________________
 BJ4988  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BJ4988  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4988 ** and geoid heights are valid at the date of observation. These heights
 BJ4988 ** must always be validated when used as control.
 BJ4988 ** The orthometric height has not been validated since last determined
 BJ4988 ** by differential leveling and should not be used for control purposes.
 BJ4988 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4988 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4988 ** epoch indicated which incorporates improved geoid heights for the
 BJ4988 ** Southern Louisiana Subsidence area.
 BJ4988 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)  NOT PUB   
 BJ4986  **This station is located in a suspected subsidence area (see below).
 BJ4986  ___________________________________________________________________
 BJ4986  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BJ4986  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 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 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 BJ4986 ** and geoid heights are valid at the date of observation. These heights
 BJ4986 ** must always be validated when used as control.
 BJ4986 ** The orthometric height has not been validated since last determined
 BJ4986 ** by differential leveling and should not be used for control purposes.
 BJ4986 ** See www.ngs.noaa.gov/heightmod/LouisianaControl.shtml for more information.
 BJ4986 ** The geoid height was determined by a new realization of GEOID03 for the
 BJ4986 ** epoch indicated which incorporates improved geoid heights for the
 BJ4986 ** Southern Louisiana Subsidence area.
 BJ4986 ** (see www.ngs.noaa.gov/PC_PROD/GEOID03/).
 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    3  
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3000  ___________________________________________________________________
 CQ3000  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CQ3000  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3004  ___________________________________________________________________
 CQ3004  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ3004  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ2997  ___________________________________________________________________
 CQ2997  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CQ2997  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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(2007)-  29 42 20.07102(N)    090 59 30.64263(W)     ADJUSTED  
 AU0254* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU0254  **This station is located in a suspected subsidence area (see below).
 AU0254  ___________________________________________________________________
 AU0254  EPOCH DATE  -        2002.00
 AU0254  X           -     -95,975.514 (meters)                     COMP
 AU0254  Y           -  -5,543,650.077 (meters)                     COMP
 AU0254  Z           -   3,142,055.153 (meters)                     COMP
 AU0254  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU0254  ELLIP HEIGHT-         -24.891 (meters)          (02/10/07) ADJUSTED
 AU0254  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AU0254  DYNAMIC HT  -           0.8   (meters)       3.    (feet)  COMP
 AU0254
 AU0254  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU0254  Type    PID    Designation                      North   East  Ellip
 AU0254  -------------------------------------------------------------------
 AU0254  NETWORK AU0254 GIBSON                            2.02   2.76   4.98
 AU0254  -------------------------------------------------------------------
 AU0254  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 AU0254
 AU0254  VERT ORDER  -  THIRD (See Below)
 AU0254
 AU0254.The horizontal coordinates were established by GPS observations
 AU0254.and adjusted by the National Geodetic Survey in February 2007.
 AU0254
 AU0254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU0254.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU0254.The horizontal coordinates are valid at the epoch date displayed above.
 AU0254.The epoch date for horizontal control is a decimal equivalence
 AU0254.of Year/Month/Day.
 AU0254
 AU0254.The orthometric height was scaled from a topographic map.
 AU0254 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU0254 ** and geoid heights are valid at the date of observation. These heights
 AU0254 ** must always be validated when used as control.
 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 more information.
 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 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     -   133,680.959 1,033,043.682   MT  0.99993894   +0 10 14.7
 AU0254;SPC LA S     -   438,584.95  3,389,244.15   sFT  0.99993894   +0 10 14.7
 AU0254;UTM  15      - 3,287,848.953   694,271.445   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                        234.269 METERS 09138     |
 AU0254| AU3188 DONNER SAWMILL WATER TANK           APPROX. 3.2 KM 1253834.6 |
 AU0254| AU0255 GIBSON RM 2                          33.245 METERS 16805     |
 AU0254|---------------------------------------------------------------------|
 AU0254
 AU0254                          SUPERSEDED SURVEY CONTROL
 AU0254
 AU0254  ELLIP H (02/21/02)  -24.900  (m)                       GP(       ) 5 1
 AU0254  NAD 83(1992)-  29 42 20.07033(N)    090 59 30.64115(W) AD(       ) 1
 AU0254  ELLIP H (12/17/98)  -24.857  (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  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 = MARCH 13, 2009
 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(2007)-  29 41 11.21183(N)    090 59 39.23623(W)     ADJUSTED  
 AU3260* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AU3260  **This station is located in a suspected subsidence area (see below).
 AU3260  ___________________________________________________________________
 AU3260  EPOCH DATE  -        2002.00
 AU3260  X           -     -96,224.706 (meters)                     COMP
 AU3260  Y           -  -5,544,696.373 (meters)                     COMP
 AU3260  Z           -   3,140,213.437 (meters)                     COMP
 AU3260  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AU3260  ELLIP HEIGHT-         -24.777 (meters)          (02/10/07) ADJUSTED
 AU3260  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AU3260
 AU3260  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AU3260  Type    PID    Designation                      North   East  Ellip
 AU3260  -------------------------------------------------------------------
 AU3260  NETWORK AU3260 GIBSON                            1.18   1.18   2.78
 AU3260  -------------------------------------------------------------------
 AU3260
 AU3260.The horizontal coordinates were established by GPS observations
 AU3260.and adjusted by the National Geodetic Survey in February 2007.
 AU3260
 AU3260.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AU3260.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AU3260.The horizontal coordinates are valid at the epoch date displayed above.
 AU3260.The epoch date for horizontal control is a decimal equivalence
 AU3260.of Year/Month/Day.
 AU3260
 AU3260.The orthometric height was determined by GPS observations and a
 AU3260.high-resolution geoid model.
 AU3260 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AU3260 ** and geoid heights are valid at the date of observation. These heights
 AU3260 ** must always be validated when used as control.
 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 more information.
 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
 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     -   131,560.172 1,032,818.971   MT  0.99994071   +0 10 10.4
 AU3260;SPC LA S     -   431,627.00  3,388,506.91   sFT  0.99994071   +0 10 10.4
 AU3260;UTM  15      - 3,285,724.886   694,077.247   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 (02/21/02)  -24.751  (m)                       GP(       ) 5 1
 AU3260  NAD 83(1992)-  29 41 11.21090(N)    090 59 39.23485(W) AD(       ) 1
 AU3260  ELLIP H (01/21/93)  -24.773  (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     3  
 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 = MARCH 13, 2009
 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(2007)-  29 42 19.85365(N)    090 59 21.93098(W)     ADJUSTED  
 AH6177* NAVD 88     -              **(meters)            **(feet)  NOT PUB   
 AH6177  **This station is located in a suspected subsidence area (see below).
 AH6177  ___________________________________________________________________
 AH6177  EPOCH DATE  -        2002.00
 AH6177  X           -     -95,741.433 (meters)                     COMP
 AH6177  Y           -  -5,543,657.426 (meters)                     COMP
 AH6177  Z           -   3,142,049.330 (meters)                     COMP
 AH6177  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH6177  ELLIP HEIGHT-         -24.909 (meters)          (02/10/07) ADJUSTED
 AH6177  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AH6177
 AH6177  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 AH6177  Type    PID    Designation                      North   East  Ellip
 AH6177  -------------------------------------------------------------------
 AH6177  NETWORK AH6177 GIBSON AZ MK                      1.78   2.14   4.17
 AH6177  -------------------------------------------------------------------
 AH6177
 AH6177.The horizontal coordinates were established by GPS observations
 AH6177.and adjusted by the National Geodetic Survey in February 2007.
 AH6177
 AH6177.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
 AH6177.See www.ngs.noaa.gov/NationalReadjustment for more information.
 AH6177.The horizontal coordinates are valid at the epoch date displayed above.
 AH6177.The epoch date for horizontal control is a decimal equivalence
 AH6177.of Year/Month/Day.
 AH6177
 AH6177.The orthometric height was determined by GPS observations and a
 AH6177.high-resolution geoid model.
 AH6177 ** Due to the variability of land subsidence, the orthometric, ellipsoid,
 AH6177 ** and geoid heights are valid at the date of observation. These heights
 AH6177 ** must always be validated when used as control.
 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 more information.
 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
 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     -   133,674.967 1,033,277.860   MT  0.99993895   +0 10 19.1
 AH6177;SPC LA S     -   438,565.29  3,390,012.45   sFT  0.99993895   +0 10 19.1
 AH6177;UTM  15      - 3,287,846.331   694,505.715   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                              234.269 METERS 27138     |
 AH6177|---------------------------------------------------------------------|
 AH6177
 AH6177                          SUPERSEDED SURVEY CONTROL
 AH6177
 AH6177  ELLIP H (02/21/02)  -24.899  (m)                       GP(       ) 5 1
 AH6177  NAD 83(1992)-  29 42 19.85300(N)    090 59 21.92973(W) AD(       ) 1
 AH6177  ELLIP H (12/17/98)  -24.868  (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 = MARCH 13, 2009
 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     -              **(meters)            **(feet)            
 CQ3250  ___________________________________________________________________
 CQ3250  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CQ3250  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 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 = MARCH 13, 2009
 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  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    3  
 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 = MARCH 13, 2009
 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  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   