














                                  SURVEY CONTROL DATA
                                
                             STATE=ST
                             [JUNE  2, 2012       ]
                              Version = 7.88.2
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9296 ***********************************************************************
 AB9296  DESIGNATION -  DCS 28
 AB9296  PID         -  AB9296
 AB9296  STATE/COUNTY-  ST/
 AB9296  COUNTRY     -  ST
 AB9296  USGS QUAD   -  
 AB9296
 AB9296                         *CURRENT SURVEY CONTROL
 AB9296  ______________________________________________________________________
 AB9296* NAD 83(2007) POSITION- 14 06 22.21643(N) 060 56 36.94109(W)   NO CHECK  
 AB9296* NAD 83(2007) ELLIP HT-   113.678 (meters)        (02/10/07)   NO CHECK
 AB9296* NAD 83(2007) EPOCH   -  2002.00
 AB9296* LMSL    ORTHO HEIGHT -   149.14   (meters)     489.3   (feet) LEVELING  
 AB9296  ______________________________________________________________________
 AB9296  GEOID HEIGHT    -        -38.24  (meters)                     CARIB97
 AB9296  NAD 83(2007) X  -  3,004,915.525 (meters)                     COMP
 AB9296  NAD 83(2007) Y  - -5,408,447.446 (meters)                     COMP
 AB9296  NAD 83(2007) Z  -  1,544,404.728 (meters)                     COMP
 AB9296  LAPLACE CORR    -          0.88  (seconds)                    DCAR97
 AB9296  VERT ORDER      -  THIRD ?
 AB9296
 AB9296  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9296  Type                                         Horiz  Ellip  Dist(km)
 AB9296  -------------------------------------------------------------------
 AB9296  NETWORK                                       4.60   9.04
 AB9296  -------------------------------------------------------------------
 AB9296  MEDIAN LOCAL ACCURACY AND DIST (001 points)   2.05   8.55     10.93
 AB9296  -------------------------------------------------------------------
 AB9296  NOTE: Click here for information on individual local accuracy
 AB9296  values and other accuracy information.
 AB9296
 AB9296
 AB9296.The horizontal coordinates were established by GPS observations
 AB9296.and adjusted by the National Geodetic Survey in February 2007.
 AB9296
 AB9296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9296.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9296
 AB9296.The horizontal coordinates are valid at the epoch date displayed above
 AB9296.which is a decimal equivalence of Year/Month/Day.
 AB9296
 AB9296.No horizontal observational check was made to the station.
 AB9296.
 AB9296.The orthometric height was determined by differential leveling.
 AB9296.The vertical network tie was performed by a horz. field party for horz.
 AB9296.obs reductions. Reset procedures were used to establish the elevation.
 AB9296
 AB9296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9296
 AB9296.The Laplace correction was computed from DCAR97 derived deflections.
 AB9296
 AB9296.The ellipsoidal height was determined by GPS observations
 AB9296.and is referenced to NAD 83.
 AB9296
 AB9296. The following values were computed from the NAD 83(2007) position.
 AB9296
 AB9296;                    North         East     Units Scale Factor Converg.
 AB9296;UTM  20      - 1,560,439.685   722,012.760   MT  1.00020972   +0 30 05.0
 AB9296
 AB9296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9296!UTM  20      -   0.99998212  x   1.00020972  =   1.00019184
 AB9296
 AB9296                          SUPERSEDED SURVEY CONTROL
 AB9296
 AB9296  NAD 83(1996)-  14 06 22.21548(N)    060 56 36.94488(W) AD(       ) 1
 AB9296  ELLIP H (12/09/96)  113.715  (m)                       GP(       ) 1 1
 AB9296
 AB9296.Superseded values are not recommended for survey control.
 AB9296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9296.See file dsdata.txt to determine how the superseded data were derived.
 AB9296
 AB9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA2201260439(NAD 83)
 AB9296
 AB9296_MARKER: Z = SEE DESCRIPTION
 AB9296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9296_STAMPING: DCS 28
 AB9296_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9296+STABILITY: SURFACE MOTION
 AB9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9296+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9296
 AB9296  HISTORY     - Date     Condition        Report By
 AB9296  HISTORY     - 1954     MONUMENTED       SLDS
 AB9296  HISTORY     - 1996     GOOD             NGS
 AB9296
 AB9296                          STATION DESCRIPTION
 AB9296
 AB9296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AB9296'THE STATION IS LOCATED 7 MI (11.3 KM) NORTHEAST FROM CASTRIES AND 2 MI
 AB9296'(3.2 KM) NORTHEAST FROM PIGEON ISLAND ON POINTE DU CAP, SAINT LUCIA.
 AB9296'TO REACH THE STATION FROM THE JUNCTION OF ROADS TO PIGEON ISLAND AND
 AB9296'CAP ESTATES, GO NORTH-NORTHEAST ON ROAD TO CAP ESTATES, THROUGH TWO
 AB9296'ROUNDABOUTS AND PAST A GOLF COURSE ON THE RIGHT, FOR APPROXIMATELY 2.8
 AB9296'MI (4.5 KM) TO A ROADSIDE GRAVESITE IN AN IRON FENCE ON THE LEFT (LT
 AB9296'COL JOHN EDGERTON HARRISON, DIED 12/14/1962.) PACK NORTHWEST ON TRACE
 AB9296'ROAD FOR 0.25 KM (0.15 MI) TO STATION ON HIGHEST POINT OF LAND.  THE
 AB9296'STATION IS THE TOP CENTER OF A 6 CM DIAMETER GALVANIZED IRON PIPE
 AB9296'PROJECTING 34.4 CM FROM A 70 CM DIAMETER ROUND CONCRETE MONUMENT.
 AB9296'LOCATED ON THE HIGHEST POINT OF LAND ON POINTE DU CAP. THIS IS A
 AB9296'PRIMARY CONTROL STATION IN THE SAINT LUCIA SURVEY NETWORK. --NOTE--
 AB9296'PACK STATION - BRING WATER, SHELTER, AND FOOD.  --NOTE-- CENTERING
 AB9296'DEVICE REQUIRED TO PROVIDE DATUM POINT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9297 ***********************************************************************
 AB9297  DESIGNATION -  DCS 31
 AB9297  PID         -  AB9297
 AB9297  STATE/COUNTY-  ST/
 AB9297  COUNTRY     -  ST
 AB9297  USGS QUAD   -  
 AB9297
 AB9297                         *CURRENT SURVEY CONTROL
 AB9297  ______________________________________________________________________
 AB9297* NAD 83(2007) POSITION- 14 01 20.52085(N) 061 00 04.26681(W)   NO CHECK  
 AB9297* NAD 83(2007) ELLIP HT-    55.318 (meters)        (02/10/07)   NO CHECK
 AB9297* NAD 83(2007) EPOCH   -  2002.00
 AB9297* LMSL    ORTHO HEIGHT -    90.64   (meters)     297.4   (feet) LEVELING  
 AB9297  ______________________________________________________________________
 AB9297  GEOID HEIGHT    -        -37.85  (meters)                     CARIB97
 AB9297  NAD 83(2007) X  -  3,000,542.652 (meters)                     COMP
 AB9297  NAD 83(2007) Y  - -5,413,386.325 (meters)                     COMP
 AB9297  NAD 83(2007) Z  -  1,535,396.269 (meters)                     COMP
 AB9297  LAPLACE CORR    -          2.80  (seconds)                    DCAR97
 AB9297  VERT ORDER      -  THIRD ?
 AB9297
 AB9297  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9297  Type                                         Horiz  Ellip  Dist(km)
 AB9297  -------------------------------------------------------------------
 AB9297  NETWORK                                       4.30   5.15
 AB9297  -------------------------------------------------------------------
 AB9297  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.23   4.25      0.86
 AB9297  -------------------------------------------------------------------
 AB9297  NOTE: Click here for information on individual local accuracy
 AB9297  values and other accuracy information.
 AB9297
 AB9297
 AB9297.The horizontal coordinates were established by GPS observations
 AB9297.and adjusted by the National Geodetic Survey in February 2007.
 AB9297
 AB9297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9297.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9297
 AB9297.The horizontal coordinates are valid at the epoch date displayed above
 AB9297.which is a decimal equivalence of Year/Month/Day.
 AB9297
 AB9297.No horizontal observational check was made to the station.
 AB9297.
 AB9297.The orthometric height was determined by differential leveling.
 AB9297.The vertical network tie was performed by a horz. field party for horz.
 AB9297.obs reductions. Reset procedures were used to establish the elevation.
 AB9297
 AB9297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9297
 AB9297.The Laplace correction was computed from DCAR97 derived deflections.
 AB9297
 AB9297.The ellipsoidal height was determined by GPS observations
 AB9297.and is referenced to NAD 83.
 AB9297
 AB9297. The following values were computed from the NAD 83(2007) position.
 AB9297
 AB9297;                    North         East     Units Scale Factor Converg.
 AB9297;UTM  20      - 1,551,112.616   715,871.579   MT  1.00017645   +0 29 04.2
 AB9297
 AB9297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9297!UTM  20      -   0.99999130  x   1.00017645  =   1.00016775
 AB9297
 AB9297                          SUPERSEDED SURVEY CONTROL
 AB9297
 AB9297  NAD 83(1996)-  14 01 20.51990(N)    061 00 04.27060(W) AD(       ) 1
 AB9297  ELLIP H (12/09/96)   55.354  (m)                       GP(       ) 1 1
 AB9297
 AB9297.Superseded values are not recommended for survey control.
 AB9297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9297.See file dsdata.txt to determine how the superseded data were derived.
 AB9297
 AB9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1587151112(NAD 83)
 AB9297
 AB9297_MARKER: Z = SEE DESCRIPTION
 AB9297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9297_STAMPING: DCS 31
 AB9297_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9297+STABILITY: SURFACE MOTION
 AB9297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9297+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AB9297
 AB9297  HISTORY     - Date     Condition        Report By
 AB9297  HISTORY     - 1954     MONUMENTED       SLDS
 AB9297
 AB9297                          STATION DESCRIPTION
 AB9297
 AB9297'DESCRIBED BY ST LUCIA DEPARTMENT OF SURVEYS 1954 (GPF)
 AB9297'THE STATION IS LOCATED 1 MI (1.6 KM) NORTHWEST FROM CASTRIES, ON
 AB9297'D-ESTREES POINT, AT THE VIGIE LIGHTHOUSE, SAINT LUCIA.  TO REACH THE
 AB9297'STATION FROM THE VIGIE AIRPORT, GO WEST ON AIRPORT ROAD AND FOLLOW
 AB9297'WINDING ROADS UPHILL TO VIGIE LIGHTHOUSE AND STATION ON THE LEFT. THE
 AB9297'STATION IS THE TOP CENTER OF A 6 CM DIAMETER GALVANIZED IRON PIPE
 AB9297'PROJECTING 25 CM FROM A 70 CM SQUARE CONCRETE MONUMENT.  LOCATED 7.1 M
 AB9297'(23.3 FT) EAST-SOUTHEAST FROM LIGHTHOUSE, 2.3 M (7.5 FT)
 AB9297'SOUTH-SOUTHEAST FROM SOUTHEAST CORNER OF GENERATOR HOUSE, AND 0.72 M
 AB9297'(2.36 FT) EAST-SOUTHEAST FROM LOW STONE WALL.  THIS IS A PRIMARY
 AB9297'CONTROL STATION IN THE SAINT LUCIA SURVEY NETWORK.  --NOTE-- CENTERING
 AB9297'DEVICE REQUIRED TO PROVIDE DATUM POINT.  --NOTE-- POWER LINES OVER
 AB9297'STATION CAN BE DISENGAGED FROM GENERATOR HOUSE TO PROVIDE INCREASED
 AB9297'SATELLITE VISIBILITY.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9298 ***********************************************************************
 AB9298  DESIGNATION -  DCS 33
 AB9298  PID         -  AB9298
 AB9298  STATE/COUNTY-  ST/
 AB9298  COUNTRY     -  ST
 AB9298  USGS QUAD   -  
 AB9298
 AB9298                         *CURRENT SURVEY CONTROL
 AB9298  ______________________________________________________________________
 AB9298* NAD 83(2007) POSITION- 13 59 47.12360(N) 060 59 34.77225(W)   NO CHECK  
 AB9298* NAD 83(2007) ELLIP HT-   224.509 (meters)        (02/10/07)   NO CHECK
 AB9298* NAD 83(2007) EPOCH   -  2002.00
 AB9298* LMSL    ORTHO HEIGHT -   259.59   (meters)     851.7   (feet) LEVELING  
 AB9298  ______________________________________________________________________
 AB9298  GEOID HEIGHT    -        -37.68  (meters)                     CARIB97
 AB9298  NAD 83(2007) X  -  3,001,733.264 (meters)                     COMP
 AB9298  NAD 83(2007) Y  - -5,413,708.495 (meters)                     COMP
 AB9298  NAD 83(2007) Z  -  1,532,652.149 (meters)                     COMP
 AB9298  LAPLACE CORR    -          2.52  (seconds)                    DCAR97
 AB9298  VERT ORDER      -  THIRD ?
 AB9298
 AB9298  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9298  Type                                         Horiz  Ellip  Dist(km)
 AB9298  -------------------------------------------------------------------
 AB9298  NETWORK                                       4.18   3.65
 AB9298  -------------------------------------------------------------------
 AB9298  MEDIAN LOCAL ACCURACY AND DIST (001 points)   0.59   2.20      2.65
 AB9298  -------------------------------------------------------------------
 AB9298  NOTE: Click here for information on individual local accuracy
 AB9298  values and other accuracy information.
 AB9298
 AB9298
 AB9298.The horizontal coordinates were established by GPS observations
 AB9298.and adjusted by the National Geodetic Survey in February 2007.
 AB9298
 AB9298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9298.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9298
 AB9298.The horizontal coordinates are valid at the epoch date displayed above
 AB9298.which is a decimal equivalence of Year/Month/Day.
 AB9298
 AB9298.No horizontal observational check was made to the station.
 AB9298.
 AB9298.The orthometric height was determined by differential leveling.
 AB9298.The vertical network tie was performed by a horz. field party for horz.
 AB9298.obs reductions. Reset procedures were used to establish the elevation.
 AB9298
 AB9298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9298
 AB9298.The Laplace correction was computed from DCAR97 derived deflections.
 AB9298
 AB9298.The ellipsoidal height was determined by GPS observations
 AB9298.and is referenced to NAD 83.
 AB9298
 AB9298. The following values were computed from the NAD 83(2007) position.
 AB9298
 AB9298;                    North         East     Units Scale Factor Converg.
 AB9298;UTM  20      - 1,548,249.307   716,781.089   MT  1.00018132   +0 29 08.2
 AB9298
 AB9298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9298!UTM  20      -   0.99996470  x   1.00018132  =   1.00014601
 AB9298
 AB9298                          SUPERSEDED SURVEY CONTROL
 AB9298
 AB9298  NAD 83(1996)-  13 59 47.12265(N)    060 59 34.77603(W) AD(       ) 1
 AB9298  ELLIP H (12/09/96)  224.545  (m)                       GP(       ) 1 1
 AB9298
 AB9298.Superseded values are not recommended for survey control.
 AB9298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9298.See file dsdata.txt to determine how the superseded data were derived.
 AB9298
 AB9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1678148249(NAD 83)
 AB9298
 AB9298_MARKER: Z = SEE DESCRIPTION
 AB9298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9298_STAMPING: DCS 33 REINFORCED C.P. 12/5/1965
 AB9298_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9298+STABILITY: SURFACE MOTION
 AB9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9298+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AB9298
 AB9298  HISTORY     - Date     Condition        Report By
 AB9298  HISTORY     - 1954     MONUMENTED       SLDS
 AB9298
 AB9298                          STATION DESCRIPTION
 AB9298
 AB9298'DESCRIBED BY ST LUCIA DEPARTMENT OF SURVEYS 1954 (GPF)
 AB9298'THE STATION IS LOCATED 1 MI (1.6 KM) SOUTHWEST FROM CASTRIES, AT THE
 AB9298'SOUTHEAST CORNER OF SIR ARTHUR LEWIS COMMUNITY COLLEGE, ON THE HIGHEST
 AB9298'POINT OF MONS FORTUNE, SAINT LUCIA.  TO REACH THE STATION FROM THE
 AB9298'NORTHWEST ENTRANCE TO SIR ARTHUR LEWIS COMMUNITY COLLEGE, GO SOUTHEAST
 AB9298'ACROSS CAMPUS TO THE MONS FORTUNE PARK ON THE HIGHEST POINT OF LAND
 AB9298'AND THE STATION ON THE LEFT.  THE STATION IS THE TOP CENTER OF A 6 CM
 AB9298'DIAMETER GALVANIZED IRON PIPE PROJECTING 25 CM FROM A 60 CM SQUARE
 AB9298'CONCRETE MONUMENT PROJECTING 15 CM ABOVE GROUND.  LOCATED 14.6 M (47.9
 AB9298'FT) SOUTHWEST FROM THE INISKILLING MEMORIAL (A STONE OBELISK INSIDE AN
 AB9298'IRON FENCE,) 12.8 M (42.0 FT) EAST FROM A SIDEWALK, 3.4 M (11.2 FT)
 AB9298'SOUTHEAST FROM THE ABANDONED STONE FOUNDATION FOR A WALL, AND 0.9 M
 AB9298'(3.0 FT) NORTHEAST FROM A FLAGPOLE.  THIS IS A PRIMARY CONTROL STATION
 AB9298'IN THE SAINT LUCIA SURVEY NETWORK.  --NOTE-- CENTERING DEVICE REQUIRED
 AB9298'TO PROVIDE DATUM POINT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9299 ***********************************************************************
 AB9299  DESIGNATION -  LS 61 G
 AB9299  PID         -  AB9299
 AB9299  STATE/COUNTY-  ST/
 AB9299  COUNTRY     -  ST
 AB9299  USGS QUAD   -  
 AB9299
 AB9299                         *CURRENT SURVEY CONTROL
 AB9299  ______________________________________________________________________
 AB9299* NAD 83(2007) POSITION- 14 00 51.04696(N) 061 00 24.56159(W)   NO CHECK  
 AB9299* NAD 83(2007) ELLIP HT-   -20.792 (meters)        (02/10/07)   NO CHECK
 AB9299* NAD 83(2007) EPOCH   -  2002.00
 AB9299* LMSL    ORTHO HEIGHT -    15.     (meters)      49.    (feet) GPS OBS   
 AB9299  ______________________________________________________________________
 AB9299  LMSL orthometric height was determined with geoid model       EGM96
 AB9299  GEOID HEIGHT    -        -38.98  (meters)                     EGM96
 AB9299  GEOID HEIGHT    -        -37.85  (meters)                     CARIB97
 AB9299  NAD 83(2007) X  -  3,000,080.566 (meters)                     COMP
 AB9299  NAD 83(2007) Y  - -5,413,808.861 (meters)                     COMP
 AB9299  NAD 83(2007) Z  -  1,534,498.980 (meters)                     COMP
 AB9299  LAPLACE CORR    -          3.22  (seconds)                    DCAR97
 AB9299
 AB9299  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9299  Type                                         Horiz  Ellip  Dist(km)
 AB9299  -------------------------------------------------------------------
 AB9299  NETWORK                                       4.24   3.10
 AB9299  -------------------------------------------------------------------
 AB9299  MEDIAN LOCAL ACCURACY AND DIST (001 points)   1.09   1.02      1.58
 AB9299  -------------------------------------------------------------------
 AB9299  NOTE: Click here for information on individual local accuracy
 AB9299  values and other accuracy information.
 AB9299
 AB9299
 AB9299.The horizontal coordinates were established by GPS observations
 AB9299.and adjusted by the National Geodetic Survey in February 2007.
 AB9299
 AB9299.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9299.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9299
 AB9299.The horizontal coordinates are valid at the epoch date displayed above
 AB9299.which is a decimal equivalence of Year/Month/Day.
 AB9299
 AB9299.No horizontal observational check was made to the station.
 AB9299.
 AB9299.The orthometric height was determined by GPS observations and a
 AB9299.high-resolution geoid model.
 AB9299
 AB9299.No vertical observational check was made to the station.
 AB9299
 AB9299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9299
 AB9299.The Laplace correction was computed from DCAR97 derived deflections.
 AB9299
 AB9299.The ellipsoidal height was determined by GPS observations
 AB9299.and is referenced to NAD 83.
 AB9299
 AB9299. The following values were computed from the NAD 83(2007) position.
 AB9299
 AB9299;                    North         East     Units Scale Factor Converg.
 AB9299;UTM  20      - 1,550,201.522   715,270.156   MT  1.00017325   +0 28 58.3
 AB9299
 AB9299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9299!UTM  20      -   1.00000327  x   1.00017325  =   1.00017652
 AB9299
 AB9299                          SUPERSEDED SURVEY CONTROL
 AB9299
 AB9299  NAD 83(1996)-  14 00 51.04600(N)    061 00 24.56538(W) AD(       ) 1
 AB9299  ELLIP H (12/09/96)  -20.755  (m)                       GP(       ) 1 1
 AB9299
 AB9299.Superseded values are not recommended for survey control.
 AB9299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9299.See file dsdata.txt to determine how the superseded data were derived.
 AB9299
 AB9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1527050201(NAD 83)
 AB9299
 AB9299_MARKER: Z = SEE DESCRIPTION
 AB9299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9299_STAMPING: LS 61 G
 AB9299_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB9299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9299+STABILITY: SURFACE MOTION
 AB9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9299+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB9299
 AB9299  HISTORY     - Date     Condition        Report By
 AB9299  HISTORY     - 1994     MONUMENTED       BOLAND
 AB9299
 AB9299                          STATION DESCRIPTION
 AB9299
 AB9299'DESCRIBED BY PAUL BOLAND-ST LUCIA PRIVATE SURVEYOR 1994 (PB)
 AB9299'NO AVAILABLE TEXT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9294 ***********************************************************************
 AB9294  DESIGNATION -  T 1
 AB9294  PID         -  AB9294
 AB9294  STATE/COUNTY-  ST/
 AB9294  COUNTRY     -  ST
 AB9294  USGS QUAD   -  
 AB9294
 AB9294                         *CURRENT SURVEY CONTROL
 AB9294  ______________________________________________________________________
 AB9294* NAD 83(2007) POSITION- 13 43 14.59649(N) 060 57 11.21632(W)   NO CHECK  
 AB9294* NAD 83(2007) ELLIP HT-   -31.928 (meters)        (02/10/07)   NO CHECK
 AB9294* NAD 83(2007) EPOCH   -  2002.00
 AB9294* LMSL    ORTHO HEIGHT -     2.61   (meters)       8.6   (feet) LEVELING  
 AB9294  ______________________________________________________________________
 AB9294  GEOID HEIGHT    -        -37.19  (meters)                     CARIB97
 AB9294  NAD 83(2007) X  -  3,008,926.921 (meters)                     COMP
 AB9294  NAD 83(2007) Y  - -5,417,787.803 (meters)                     COMP
 AB9294  NAD 83(2007) Z  -  1,502,975.135 (meters)                     COMP
 AB9294  LAPLACE CORR    -         -0.34  (seconds)                    DCAR97
 AB9294  VERT ORDER      -  THIRD ?
 AB9294
 AB9294  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9294  Type                                         Horiz  Ellip  Dist(km)
 AB9294  -------------------------------------------------------------------
 AB9294  NETWORK                                       6.94   4.78
 AB9294  -------------------------------------------------------------------
 AB9294  MEDIAN LOCAL ACCURACY AND DIST (001 points)   0.64   2.53      1.60
 AB9294  -------------------------------------------------------------------
 AB9294  NOTE: Click here for information on individual local accuracy
 AB9294  values and other accuracy information.
 AB9294
 AB9294
 AB9294.The horizontal coordinates were established by GPS observations
 AB9294.and adjusted by the National Geodetic Survey in February 2007.
 AB9294
 AB9294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9294.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9294
 AB9294.The horizontal coordinates are valid at the epoch date displayed above
 AB9294.which is a decimal equivalence of Year/Month/Day.
 AB9294
 AB9294.No horizontal observational check was made to the station.
 AB9294.
 AB9294.The orthometric height was determined by differential leveling.
 AB9294.The vertical network tie was performed by a horz. field party for horz.
 AB9294.obs reductions. Reset procedures were used to establish the elevation.
 AB9294
 AB9294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9294
 AB9294.The Laplace correction was computed from DCAR97 derived deflections.
 AB9294
 AB9294.The ellipsoidal height was determined by GPS observations
 AB9294.and is referenced to NAD 83.
 AB9294
 AB9294. The following values were computed from the NAD 83(2007) position.
 AB9294
 AB9294;                    North         East     Units Scale Factor Converg.
 AB9294;UTM  20      - 1,517,777.924   721,351.036   MT  1.00020611   +0 29 08.5
 AB9294
 AB9294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9294!UTM  20      -   1.00000502  x   1.00020611  =   1.00021113
 AB9294
 AB9294                          SUPERSEDED SURVEY CONTROL
 AB9294
 AB9294  NAD 83(1996)-  13 43 14.59552(N)    060 57 11.22070(W) AD(       ) 1
 AB9294  ELLIP H (12/09/96)  -31.912  (m)                       GP(       ) 1 1
 AB9294
 AB9294.Superseded values are not recommended for survey control.
 AB9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9294.See file dsdata.txt to determine how the superseded data were derived.
 AB9294
 AB9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA2135117777(NAD 83)
 AB9294
 AB9294_MARKER: DB = BENCH MARK DISK
 AB9294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9294_SP_SET: CURB OF PIER
 AB9294_STAMPING: T 1 1949
 AB9294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9294+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9294
 AB9294  HISTORY     - Date     Condition        Report By
 AB9294  HISTORY     - 1949     MONUMENTED       CGS
 AB9294  HISTORY     - 1996     GOOD             NGS
 AB9294
 AB9294                          STATION DESCRIPTION
 AB9294
 AB9294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AB9294'THE MARK IS LOCATED 22 MI (35.4 KM) SOUTH FROM CASTRIES, 1 MI (1.6 KM)
 AB9294'SOUTH FROM VIEUX FORT, AND AT THE SAINT LUCIA MARINE TERMINAL ON VIEUX
 AB9294'FORT BAY.  CONTACT VINCENT HIPPOLYTE, MANAGER, SAINT LUCIA MARINE
 AB9294'TERMINALS LIMITED, PO BOX VF355, VIEUX FORT, SAINT LUCIA, W.I., PHONE
 AB9294'(809) 454-8738, FAX (809) 454-8745, IN ADVANCE OF OPERATIONS FOR
 AB9294'ACCESS TO MARINE TERMINAL.  TO REACH THE STATION FROM THE MAIN
 AB9294'ENTRANCE/SECURITY GATE TO THE MARINE TERMINAL, GO SOUTH ON MAIN ROAD
 AB9294'FOR 500 FT (152.4 M) TO AN IRON GATE AND CURVE RIGHT.  TURN RIGHT AND
 AB9294'GO WEST ON MAIN ROAD FOR 500 FT (152.4 M) TO A GUARD HOUSE ON LEFT AT
 AB9294'THE INSHORE END OF PIER.  CONTINUE WEST ON PIER FOR 430 FT (131.1 M)
 AB9294'TO SHORELINE.  CONTINUE WEST ON PIER FOR 130 FT (39.6 M) TO STATION ON
 AB9294'LEFT AT POINT WHERE PIER WIDENS.  LOCATED 10 FT (3.0 M) NORTHEAST FROM
 AB9294'FIRST BOLLARD ON SOUTH SIDE OF PIER, 8 FT (2.4 M) SOUTH FROM THE WEST
 AB9294'END OF A WATER MAIN (AT POINT WHERE WATER MAIN EMERGES FROM UNDERSIDE
 AB9294'OF PIER,) AND IN THE CENTER OF THE SOUTH CURB OF THE PIER.  THIS IS A
 AB9294'TIDAL BENCHMARK FOR NOS TIDE STATION 970-9767.  --NOTE-- CENTER PUNCH
 AB9294'REQUIRED TO CREATE DATUM POINT. --NOTE-- DISK TYPE/AGENCY INSCRIPTION
 AB9294'UNKNOWN.  PLEASE UPDATE THIS DESCRIPTION.  --NOTE-- PLEASE SEARCH FOR
 AB9294'BENCH MARK -T 2- DURING OBSERVATION AT -T 1-.  OBSERVE AT -T 2- IN
 AB9294'LIEU OF -DOS 141- IF -T 2- IS FOUND IN GOOD CONDITION.  --NOTE--
 AB9294'SPECIAL TRIPOD SETUP REQUIRED, AS THIS STATION IS ON THE EDGE OF A
 AB9294'PIER.  BRING SANDBAGS AND ROPE TO SECURE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9295 ***********************************************************************
 AB9295  DESIGNATION -  TLPC A
 AB9295  PID         -  AB9295
 AB9295  STATE/COUNTY-  ST/
 AB9295  COUNTRY     -  ST
 AB9295  USGS QUAD   -  
 AB9295
 AB9295                         *CURRENT SURVEY CONTROL
 AB9295  ______________________________________________________________________
 AB9295* NAD 83(2007) POSITION- 14 01 12.86552(N) 060 59 36.70615(W)   ADJUSTED  
 AB9295* NAD 83(2007) ELLIP HT-   -32.684 (meters)        (02/10/07)   ADJUSTED
 AB9295* NAD 83(2007) EPOCH   -  2002.00
 AB9295* LMSL    ORTHO HEIGHT -     2.8    (meters)       9.    (feet) GPS OBS   
 AB9295  ______________________________________________________________________
 AB9295  LMSL orthometric height was determined with geoid model       EGM96
 AB9295  GEOID HEIGHT    -        -38.96  (meters)                     EGM96
 AB9295  GEOID HEIGHT    -        -37.79  (meters)                     CARIB97
 AB9295  NAD 83(2007) X  -  3,001,252.190 (meters)                     COMP
 AB9295  NAD 83(2007) Y  - -5,412,960.533 (meters)                     COMP
 AB9295  NAD 83(2007) Z  -  1,535,146.684 (meters)                     COMP
 AB9295  LAPLACE CORR    -          2.43  (seconds)                    DCAR97
 AB9295
 AB9295  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9295  Type                                         Horiz  Ellip  Dist(km)
 AB9295  -------------------------------------------------------------------
 AB9295  NETWORK                                       4.13   2.92
 AB9295  -------------------------------------------------------------------
 AB9295  MEDIAN LOCAL ACCURACY AND DIST (023 points)   6.20   4.25    380.89
 AB9295  -------------------------------------------------------------------
 AB9295  NOTE: Click here for information on individual local accuracy
 AB9295  values and other accuracy information.
 AB9295
 AB9295
 AB9295.The horizontal coordinates were established by GPS observations
 AB9295.and adjusted by the National Geodetic Survey in February 2007.
 AB9295
 AB9295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9295.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9295
 AB9295.The horizontal coordinates are valid at the epoch date displayed above
 AB9295.which is a decimal equivalence of Year/Month/Day.
 AB9295
 AB9295.The orthometric height was determined by GPS observations and a
 AB9295.high-resolution geoid model.
 AB9295
 AB9295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9295
 AB9295.The Laplace correction was computed from DCAR97 derived deflections.
 AB9295
 AB9295.The ellipsoidal height was determined by GPS observations
 AB9295.and is referenced to NAD 83.
 AB9295
 AB9295. The following values were computed from the NAD 83(2007) position.
 AB9295
 AB9295;                    North         East     Units Scale Factor Converg.
 AB9295;UTM  20      - 1,550,884.317   716,700.695   MT  1.00018089   +0 29 10.6
 AB9295
 AB9295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9295!UTM  20      -   1.00000514  x   1.00018089  =   1.00018603
 AB9295
 AB9295:                Primary Azimuth Mark                     Grid Az
 AB9295:UTM  20      -  TLPC B                                   074 56 39.2
 AB9295
 AB9295|---------------------------------------------------------------------|
 AB9295| PID    Reference Object                     Distance      Geod. Az  |
 AB9295|                                                           dddmmss.s |
 AB9295| AB9714 TLPC B                              APPROX. 0.7 KM 0752549.8 |
 AB9295| AB9715 TLPC C                              APPROX. 0.7 KM 2482912.6 |
 AB9295|---------------------------------------------------------------------|
 AB9295
 AB9295                          SUPERSEDED SURVEY CONTROL
 AB9295
 AB9295  NAD 83(1996)-  14 01 12.86456(N)    060 59 36.70994(W) AD(       ) A
 AB9295  ELLIP H (12/09/96)  -32.648  (m)                       GP(       ) 1 1
 AB9295
 AB9295.Superseded values are not recommended for survey control.
 AB9295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9295.See file dsdata.txt to determine how the superseded data were derived.
 AB9295
 AB9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1670050884(NAD 83)
 AB9295
 AB9295_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9295_STAMPING: TLPC A 1996
 AB9295_MARK LOGO: NGS   
 AB9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9295+STABILITY: SURFACE MOTION
 AB9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9295+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9295
 AB9295  HISTORY     - Date     Condition        Report By
 AB9295  HISTORY     - 1996     MONUMENTED       NGS
 AB9295
 AB9295                          STATION DESCRIPTION
 AB9295
 AB9295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9295'THE STATION IS LOCATED 1 MI (1.6 KM) NORTH OF CASTRIES ON VIGIE
 AB9295'AIRPORT, SAINT LUCIA.  CONTACT EVARISTUS NARCISSE, AIRPORT MANAGER,
 AB9295'SAINT LUCIA AIR AND SEA PORTS AUTHORITY, PO BOX 651, VIGIE AIRPORT,
 AB9295'CASTRIES, SAINT LUCIA, PHONE (809) 452-1156, FAX 452-1180 IN ADVANCE
 AB9295'OF OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM
 AB9295'THE CONTROL TOWER AT VIGIE AIRPORT, GO SOUTH ACROSS APRON FOR 100 FT.
 AB9295'(30.5 M) TURN LEFT AND GO EAST ACROSS APRON FOR 300 FT (91.4 M) TO
 AB9295'EDGE OF APRON.  CONTINUE EAST ON GRAVEL ROAD FOR 185 FT (56.4 M) TO
 AB9295'STATION ON THE RIGHT IN GRASS ISLAND.  LOCATED 101 FT (30.8 M)
 AB9295'SOUTHWEST FROM FIRE HALL, 94.8 FT (28.9 M) EAST FROM CENTERLINE OF
 AB9295'FIRE ROAD, 87.4 FT (26.6 M) SOUTHWEST FROM MAINTENANCE GARAGE, 56.4 FT
 AB9295'(17.2 M) NORTH FROM EDGE OF RUNWAY, 19 FT (5.8 M) SOUTH FROM
 AB9295'CENTERLINE OF GRAVEL ROAD, AND IS PROTECTED BY THREE PVC WITNESS POSTS
 AB9295'PROJECTING 1 FT (0.3 M) ABOVE GROUND IN A TRIANGULAR PATTERN
 AB9295'SURROUNDING THE MONUMENT.  THIS IS THE PACS STATION AT VIGIE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9714 ***********************************************************************
 AB9714  DESIGNATION -  TLPC B
 AB9714  PID         -  AB9714
 AB9714  STATE/COUNTY-  ST/
 AB9714  COUNTRY     -  ST
 AB9714  USGS QUAD   -  
 AB9714
 AB9714                         *CURRENT SURVEY CONTROL
 AB9714  ______________________________________________________________________
 AB9714* NAD 83(1996) POSITION- 14 01 18.57475(N) 060 59 14.20712(W)   ADJUSTED  
 AB9714* NAD 83(1996) ELLIP HT-   -32.788 (meters)        (01/06/97)   ADJUSTED
 AB9714* LMSL    ORTHO HEIGHT -     2.6    (meters)       9.    (feet) GPS OBS   
 AB9714  ______________________________________________________________________
 AB9714  LMSL orthometric height was determined with geoid model       EGM96
 AB9714  GEOID HEIGHT    -        -38.95  (meters)                     EGM96
 AB9714  GEOID HEIGHT    -        -37.77  (meters)                     CARIB97
 AB9714  NAD 83(1996) X  -  3,001,821.942 (meters)                     COMP
 AB9714  NAD 83(1996) Y  - -5,412,595.865 (meters)                     COMP
 AB9714  NAD 83(1996) Z  -  1,535,316.893 (meters)                     COMP
 AB9714  LAPLACE CORR    -          2.13  (seconds)                    DCAR97
 AB9714  HORZ ORDER      -  FIRST
 AB9714  ELLP ORDER      -  FOURTH    CLASS II
 AB9714
 AB9714.The horizontal coordinates were established by GPS observations
 AB9714.and adjusted by the National Geodetic Survey in January 1997.
 AB9714
 AB9714.The orthometric height was determined by GPS observations and a
 AB9714.high-resolution geoid model.
 AB9714
 AB9714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9714
 AB9714.The Laplace correction was computed from DCAR97 derived deflections.
 AB9714
 AB9714.The ellipsoidal height was determined by GPS observations
 AB9714.and is referenced to NAD 83.
 AB9714
 AB9714. The following values were computed from the NAD 83(1996) position.
 AB9714
 AB9714;                    North         East     Units Scale Factor Converg.
 AB9714;UTM  20      - 1,551,065.546   717,374.424   MT  1.00018451   +0 29 16.3
 AB9714
 AB9714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9714!UTM  20      -   1.00000516  x   1.00018451  =   1.00018967
 AB9714
 AB9714:                Primary Azimuth Mark                     Grid Az
 AB9714:UTM  20      -  TLPC A                                   254 56 38.9
 AB9714
 AB9714|---------------------------------------------------------------------|
 AB9714| PID    Reference Object                     Distance      Geod. Az  |
 AB9714|                                                           dddmmss.s |
 AB9714| AB9295 TLPC A                              APPROX. 0.7 KM 2552555.2 |
 AB9714|---------------------------------------------------------------------|
 AB9714
 AB9714                          SUPERSEDED SURVEY CONTROL
 AB9714
 AB9714.No superseded survey control is available for this station.
 AB9714
 AB9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1737451065(NAD 83)
 AB9714
 AB9714_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB9714_SP_SET: STORM DRAIN
 AB9714_STAMPING: TLPC B 1996
 AB9714_MARK LOGO: NGS   
 AB9714_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9714+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9714
 AB9714  HISTORY     - Date     Condition        Report By
 AB9714  HISTORY     - 1996     MONUMENTED       NGS
 AB9714
 AB9714                          STATION DESCRIPTION
 AB9714
 AB9714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9714'THE STATION IS LOCATED 1 MI (1.6 KM) NORTH OF CASTRIES ON VIGIE
 AB9714'AIRPORT, SAINT LUCIA.  CONTACT EVARISTUS NARCISSE, AIRPORT MANAGER,
 AB9714'SAINT LUCIA AIR AND SEA PORTS AUTHORITY, PO BOX 651, VIGIE AIRPORT,
 AB9714'CASTRIES, SAINT LUCIA, PHONE (809) 452-1156, FAX 452-1180 IN ADVANCE
 AB9714'OF OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM
 AB9714'THE CONTROL TOWER AT VIGIE AIRPORT, GO SOUTH ACROSS APRON AND GRASS
 AB9714'ISLAND FOR 250 FT (76.2 M) TO RUNWAY.  TURN LEFT AND GO EAST ALONG
 AB9714'RUNWAY FOR 0.5 MI (0.8 KM) TO DISPLACED THRESHOLD AND STATION ON THE
 AB9714'LEFT IN THE WEST EDGE OF A LARGE CONCRETE SLAB COVERING A STORM DRAIN.
 AB9714'LOCATED 36.8 FT (11.2 M) NORTH FROM RUNWAY EDGE AT THRESHOLD BAR, 34.7
 AB9714'FT (10.6 M) SOUTH FROM FENCE, 6.5 FT (2.0 M) EAST FROM FOURTH
 AB9714'THRESHOLD LIGHT, 11.2 FT (3.4 M) WEST FROM EAST EDGE OF SLAB, AND 0.3
 AB9714'FT (9.1 CM) EAST FROM WEST EDGE OF SLAB.  THIS IS A SACS STATION AT
 AB9714'VIGIE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9715 ***********************************************************************
 AB9715  DESIGNATION -  TLPC C
 AB9715  PID         -  AB9715
 AB9715  STATE/COUNTY-  ST/
 AB9715  COUNTRY     -  ST
 AB9715  USGS QUAD   -  
 AB9715
 AB9715                         *CURRENT SURVEY CONTROL
 AB9715  ______________________________________________________________________
 AB9715* NAD 83(1996) POSITION- 14 01 04.43771(N) 060 59 58.60362(W)   ADJUSTED  
 AB9715* NAD 83(1996) ELLIP HT-   -29.723 (meters)        (01/06/97)   ADJUSTED
 AB9715* LMSL    ORTHO HEIGHT -     5.7    (meters)      19.    (feet) GPS OBS   
 AB9715  ______________________________________________________________________
 AB9715  LMSL orthometric height was determined with geoid model       EGM96
 AB9715  GEOID HEIGHT    -        -38.97  (meters)                     EGM96
 AB9715  GEOID HEIGHT    -        -37.82  (meters)                     CARIB97
 AB9715  NAD 83(1996) X  -  3,000,709.334 (meters)                     COMP
 AB9715  NAD 83(1996) Y  - -5,413,336.511 (meters)                     COMP
 AB9715  NAD 83(1996) Z  -  1,534,896.104 (meters)                     COMP
 AB9715  LAPLACE CORR    -          2.73  (seconds)                    DCAR97
 AB9715  HORZ ORDER      -  FIRST
 AB9715  ELLP ORDER      -  FOURTH    CLASS II
 AB9715
 AB9715.The horizontal coordinates were established by GPS observations
 AB9715.and adjusted by the National Geodetic Survey in January 1997.
 AB9715
 AB9715.The orthometric height was determined by GPS observations and a
 AB9715.high-resolution geoid model.
 AB9715
 AB9715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9715
 AB9715.The Laplace correction was computed from DCAR97 derived deflections.
 AB9715
 AB9715.The ellipsoidal height was determined by GPS observations
 AB9715.and is referenced to NAD 83.
 AB9715
 AB9715. The following values were computed from the NAD 83(1996) position.
 AB9715
 AB9715;                    North         East     Units Scale Factor Converg.
 AB9715;UTM  20      - 1,550,619.698   716,045.719   MT  1.00017739   +0 29 05.0
 AB9715
 AB9715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9715!UTM  20      -   1.00000467  x   1.00017739  =   1.00018206
 AB9715
 AB9715:                Primary Azimuth Mark                     Grid Az
 AB9715:UTM  20      -  TLPC A                                   068 00 02.3
 AB9715
 AB9715|---------------------------------------------------------------------|
 AB9715| PID    Reference Object                     Distance      Geod. Az  |
 AB9715|                                                           dddmmss.s |
 AB9715| AB9295 TLPC A                              APPROX. 0.7 KM 0682907.3 |
 AB9715|---------------------------------------------------------------------|
 AB9715
 AB9715                          SUPERSEDED SURVEY CONTROL
 AB9715
 AB9715.No superseded survey control is available for this station.
 AB9715
 AB9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA1604550619(NAD 83)
 AB9715
 AB9715_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9715_STAMPING: TLPC C 1996
 AB9715_MARK LOGO: NGS   
 AB9715_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9715+STABILITY: SURFACE MOTION
 AB9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9715+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9715
 AB9715  HISTORY     - Date     Condition        Report By
 AB9715  HISTORY     - 1996     MONUMENTED       NGS
 AB9715
 AB9715                          STATION DESCRIPTION
 AB9715
 AB9715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9715'THE STATION IS LOCATED 1 MI (1.6 KM) NORTH OF CASTRIES ON VIGIE
 AB9715'AIRPORT, SAINT LUCIA.  CONTACT EVARISTUS NARCISSE, AIRPORT MANAGER,
 AB9715'SAINT LUCIA AIR AND SEA PORTS AUTHORITY, PO BOX 651, VIGIE AIRPORT,
 AB9715'CASTRIES, SAINT LUCIA, PHONE (809) 452-1156, FAX 452-1180 IN ADVANCE
 AB9715'OF OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM
 AB9715'THE CONTROL TOWER AT VIGIE AIRPORT, GO SOUTH ACROSS APRON AND GRASS
 AB9715'ISLAND FOR 250 FT (76.2 M) TO RUNWAY.  TURN RIGHT AND GO WEST ALONG
 AB9715'RUNWAY FOR 0.5 MI (0.8 KM) TO A WINDSOCK ON THE RIGHT AND THE STATION
 AB9715'ON THE LEFT.  LOCATED 62.2 FT (19.0 M) NORTHEAST FROM FENCE CORNER AT
 AB9715'ENTRANCE TO AIRPLANE MAINTENANCE YARD, 55.3 FT (16.9 M) SOUTH FROM
 AB9715'EDGE OF RUNWAY, ON A RANGE FROM WINDSOCK-ACROSS RUNWAY-THROUGH FIRST
 AB9715'RUNWAY LIGHT, 19.1 FT (5.8 M) NORTH FROM FENCE, AND IS PROTECTED BY
 AB9715'THREE PVC WITNESS POSTS PROJECTING 1 FT (0.3 M) ABOVE GROUND IN A
 AB9715'TRIANGULAR PATTERN SURROUNDING THE MONUMENT.  THIS IS A SACS STATION
 AB9715'AT VIGIE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9293 ***********************************************************************
 AB9293  DESIGNATION -  TLPL A
 AB9293  PID         -  AB9293
 AB9293  STATE/COUNTY-  ST/
 AB9293  COUNTRY     -  ST
 AB9293  USGS QUAD   -  
 AB9293
 AB9293                         *CURRENT SURVEY CONTROL
 AB9293  ______________________________________________________________________
 AB9293* NAD 83(2007) POSITION- 13 44 05.31969(N) 060 56 59.32183(W)   ADJUSTED  
 AB9293* NAD 83(2007) ELLIP HT-   -30.349 (meters)        (02/10/07)   ADJUSTED
 AB9293* NAD 83(2007) EPOCH   -  2002.00
 AB9293* LMSL    ORTHO HEIGHT -     4.4    (meters)      14.    (feet) GPS OBS   
 AB9293  ______________________________________________________________________
 AB9293  LMSL orthometric height was determined with geoid model       EGM96
 AB9293  GEOID HEIGHT    -        -38.07  (meters)                     EGM96
 AB9293  GEOID HEIGHT    -        -37.18  (meters)                     CARIB97
 AB9293  NAD 83(2007) X  -  3,009,060.456 (meters)                     COMP
 AB9293  NAD 83(2007) Y  - -5,417,292.234 (meters)                     COMP
 AB9293  NAD 83(2007) Z  -  1,504,489.821 (meters)                     COMP
 AB9293  LAPLACE CORR    -         -0.50  (seconds)                    DCAR97
 AB9293
 AB9293  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9293  Type                                         Horiz  Ellip  Dist(km)
 AB9293  -------------------------------------------------------------------
 AB9293  NETWORK                                       6.92   4.08
 AB9293  -------------------------------------------------------------------
 AB9293  MEDIAN LOCAL ACCURACY AND DIST (020 points)   7.92   4.91    506.77
 AB9293  -------------------------------------------------------------------
 AB9293  NOTE: Click here for information on individual local accuracy
 AB9293  values and other accuracy information.
 AB9293
 AB9293
 AB9293.The horizontal coordinates were established by GPS observations
 AB9293.and adjusted by the National Geodetic Survey in February 2007.
 AB9293
 AB9293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9293.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9293
 AB9293.The horizontal coordinates are valid at the epoch date displayed above
 AB9293.which is a decimal equivalence of Year/Month/Day.
 AB9293
 AB9293.The orthometric height was determined by GPS observations and a
 AB9293.high-resolution geoid model.
 AB9293
 AB9293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9293
 AB9293.The Laplace correction was computed from DCAR97 derived deflections.
 AB9293
 AB9293.The ellipsoidal height was determined by GPS observations
 AB9293.and is referenced to NAD 83.
 AB9293
 AB9293. The following values were computed from the NAD 83(2007) position.
 AB9293
 AB9293;                    North         East     Units Scale Factor Converg.
 AB9293;UTM  20      - 1,519,340.073   721,695.226   MT  1.00020800   +0 29 13.1
 AB9293
 AB9293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9293!UTM  20      -   1.00000477  x   1.00020800  =   1.00021277
 AB9293
 AB9293:                Primary Azimuth Mark                     Grid Az
 AB9293:UTM  20      -  TLPL B                                   100 52 41.8
 AB9293
 AB9293|---------------------------------------------------------------------|
 AB9293| PID    Reference Object                     Distance      Geod. Az  |
 AB9293|                                                           dddmmss.s |
 AB9293| AB9710 TLPL B                              APPROX. 1.1 KM 1012154.9 |
 AB9293| AB9711 TLPL C                              APPROX. 1.7 KM 2630319.5 |
 AB9293|---------------------------------------------------------------------|
 AB9293
 AB9293                          SUPERSEDED SURVEY CONTROL
 AB9293
 AB9293  NAD 83(1996)-  13 44 05.31872(N)    060 56 59.32622(W) AD(       ) A
 AB9293  ELLIP H (12/09/96)  -30.333  (m)                       GP(       ) 1 1
 AB9293
 AB9293.Superseded values are not recommended for survey control.
 AB9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9293.See file dsdata.txt to determine how the superseded data were derived.
 AB9293
 AB9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA2169519340(NAD 83)
 AB9293
 AB9293_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9293_STAMPING: TLPL A 1996
 AB9293_MARK LOGO: NGS   
 AB9293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9293+STABILITY: SURFACE MOTION
 AB9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9293+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9293
 AB9293  HISTORY     - Date     Condition        Report By
 AB9293  HISTORY     - 1996     MONUMENTED       NGS
 AB9293
 AB9293                          STATION DESCRIPTION
 AB9293
 AB9293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9293'THE STATION IS LOCATED 13 MI (20.9 KM) SOUTH FROM CASTRIES, 0.5 MI
 AB9293'(0.8 KM) NORTH FROM VIEUX FORT, AT THE HEWANORRA AIRPORT.  CONTACT
 AB9293'SIXTUS HENRY, HEWANORRA AIRPORT MANAGER, PO BOX 651, VIEUX FORT, SAINT
 AB9293'LUCIA, PHONE (809) 454-6725, FAX (809) 454-6900 IN ADVANCE OF
 AB9293'OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM THE
 AB9293'CONTROL TOWER AT HEWANORRA AIRPORT, GO SOUTH ON RAMP FOR 500 FT (152.4
 AB9293'M) TO EDGE OF RAMP.  TURN LEFT AND GO EAST ON RAMP FOR 250 FT (76.2 M)
 AB9293'TO EAST EDGE OF RAMP AND STATION ON RIGHT IN GRASS ISLAND. LOCATED
 AB9293'64.1 FT (19.5 M) SOUTH FROM LIGHT AT SOUTHEAST CORNER OF RAMP, 106.4
 AB9293'FT (32.4 M) SOUTH FROM EDGE OF TAXIWAY, 131.7 FT (40.1 M) SOUTHWEST
 AB9293'FROM SECOND TAXIWAY LIGHT, AND IS PROTECTED BY THREE PVC WITNESS POSTS
 AB9293'PROJECTING 1 FT (0.3 M) ABOVE GROUND IN A TRIANGULAR PATTERN
 AB9293'SURROUNDING THE MONUMENT.  THIS IS A PACS STATION AT HEWANORRA
 AB9293'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9710 ***********************************************************************
 AB9710  DESIGNATION -  TLPL B
 AB9710  PID         -  AB9710
 AB9710  STATE/COUNTY-  ST/
 AB9710  COUNTRY     -  ST
 AB9710  USGS QUAD   -  
 AB9710
 AB9710                         *CURRENT SURVEY CONTROL
 AB9710  ______________________________________________________________________
 AB9710* NAD 83(1996) POSITION- 13 43 58.35906(N) 060 56 23.90239(W)   ADJUSTED  
 AB9710* NAD 83(1996) ELLIP HT-   -32.377 (meters)        (01/06/97)   ADJUSTED
 AB9710* LMSL    ORTHO HEIGHT -     2.4    (meters)       8.    (feet) GPS OBS   
 AB9710  ______________________________________________________________________
 AB9710  LMSL orthometric height was determined with geoid model       EGM96
 AB9710  GEOID HEIGHT    -        -38.07  (meters)                     EGM96
 AB9710  GEOID HEIGHT    -        -37.20  (meters)                     CARIB97
 AB9710  NAD 83(1996) X  -  3,010,014.371 (meters)                     COMP
 AB9710  NAD 83(1996) Y  - -5,416,818.114 (meters)                     COMP
 AB9710  NAD 83(1996) Z  -  1,504,281.539 (meters)                     COMP
 AB9710  LAPLACE CORR    -         -0.97  (seconds)                    DCAR97
 AB9710  HORZ ORDER      -  FIRST
 AB9710  ELLP ORDER      -  FOURTH    CLASS I
 AB9710
 AB9710.The horizontal coordinates were established by GPS observations
 AB9710.and adjusted by the National Geodetic Survey in January 1997.
 AB9710
 AB9710.The orthometric height was determined by GPS observations and a
 AB9710.high-resolution geoid model.
 AB9710
 AB9710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9710
 AB9710.The Laplace correction was computed from DCAR97 derived deflections.
 AB9710
 AB9710.The ellipsoidal height was determined by GPS observations
 AB9710.and is referenced to NAD 83.
 AB9710
 AB9710. The following values were computed from the NAD 83(1996) position.
 AB9710
 AB9710;                    North         East     Units Scale Factor Converg.
 AB9710;UTM  20      - 1,519,135.186   722,761.364   MT  1.00021386   +0 29 21.3
 AB9710
 AB9710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9710!UTM  20      -   1.00000509  x   1.00021386  =   1.00021895
 AB9710
 AB9710:                Primary Azimuth Mark                     Grid Az
 AB9710:UTM  20      -  TLPL A                                   280 52 42.0
 AB9710
 AB9710|---------------------------------------------------------------------|
 AB9710| PID    Reference Object                     Distance      Geod. Az  |
 AB9710|                                                           dddmmss.s |
 AB9710| AB9293 TLPL A                              APPROX. 1.1 KM 2812203.3 |
 AB9710|---------------------------------------------------------------------|
 AB9710
 AB9710                          SUPERSEDED SURVEY CONTROL
 AB9710
 AB9710.No superseded survey control is available for this station.
 AB9710
 AB9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA2276119135(NAD 83)
 AB9710
 AB9710_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9710_STAMPING: TLPL B 1996
 AB9710_MARK LOGO: NGS   
 AB9710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9710+STABILITY: SURFACE MOTION
 AB9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9710+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9710
 AB9710  HISTORY     - Date     Condition        Report By
 AB9710  HISTORY     - 1996     MONUMENTED       NGS
 AB9710
 AB9710                          STATION DESCRIPTION
 AB9710
 AB9710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9710'THE STATION IS LOCATED 13 MI (20.9 KM) SOUTH FROM CASTRIES, 0.5 MI
 AB9710'(0.8 KM) NORTH FROM VIEUX FORT, AT THE HEWANORRA AIRPORT.  CONTACT
 AB9710'SIXTUS HENRY, HEWANORRA AIRPORT MANAGER, PO BOX 651, VIEUX FORT, SAINT
 AB9710'LUCIA, PHONE (809) 454-6725, FAX (809) 454-6900 IN ADVANCE OF
 AB9710'OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM THE
 AB9710'CONTROL TOWER AT HEWANORRA AIRPORT, GO SOUTH ON RAMP FOR 500 FT (152.4
 AB9710'M) TO EDGE OF RAMP.  TURN LEFT AND GO EAST ON TAXIWAY FOR 1.2 KM (0.75
 AB9710'MI) TO EAST END OF RUNWAY.  TURN RIGHT AND GO SOUTH ACROSS RUNWAY FOR
 AB9710'250 FT (76.2 M) TO STATION ON LEFT.  LOCATED 64.7 FT (19.7 M) EAST
 AB9710'FROM LIGHT AT EAST EDGE OF TAXIWAY, 121.2 FT (36.9 M) SOUTHEAST FROM
 AB9710'LIGHT AT INTERSECTION OF TAXIWAY AND RUNWAY EDGES, 120.3 FT (36.7 M)
 AB9710'SOUTHEAST FROM SOUTHMOST THRESHOLD LIGHT, AND IS PROTECTED BY THREE
 AB9710'PVC WITNESS POSTS PROJECTING 1 FT (0.3 M) ABOVE GROUND IN A TRIANGULAR
 AB9710'PATTERN SURROUNDING THE MONUMENT.  THIS IS A SACS STATION AT HEWANORRA
 AB9710'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9711 ***********************************************************************
 AB9711  DESIGNATION -  TLPL C
 AB9711  PID         -  AB9711
 AB9711  STATE/COUNTY-  ST/
 AB9711  COUNTRY     -  ST
 AB9711  USGS QUAD   -  
 AB9711
 AB9711                         *CURRENT SURVEY CONTROL
 AB9711  ______________________________________________________________________
 AB9711* NAD 83(1996) POSITION- 13 43 58.59842(N) 060 57 55.75325(W)   ADJUSTED  
 AB9711* NAD 83(1996) ELLIP HT-   -32.287 (meters)        (01/06/97)   ADJUSTED
 AB9711* LMSL    ORTHO HEIGHT -     2.5    (meters)       8.    (feet) GPS OBS   
 AB9711  ______________________________________________________________________
 AB9711  LMSL orthometric height was determined with geoid model       EGM96
 AB9711  GEOID HEIGHT    -        -38.08  (meters)                     EGM96
 AB9711  GEOID HEIGHT    -        -37.18  (meters)                     CARIB97
 AB9711  NAD 83(1996) X  -  3,007,601.129 (meters)                     COMP
 AB9711  NAD 83(1996) Y  - -5,418,156.503 (meters)                     COMP
 AB9711  NAD 83(1996) Z  -  1,504,288.706 (meters)                     COMP
 AB9711  LAPLACE CORR    -          0.28  (seconds)                    DCAR97
 AB9711  HORZ ORDER      -  FIRST
 AB9711  ELLP ORDER      -  FOURTH    CLASS I
 AB9711
 AB9711.The horizontal coordinates were established by GPS observations
 AB9711.and adjusted by the National Geodetic Survey in January 1997.
 AB9711
 AB9711.The orthometric height was determined by GPS observations and a
 AB9711.high-resolution geoid model.
 AB9711
 AB9711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9711
 AB9711.The Laplace correction was computed from DCAR97 derived deflections.
 AB9711
 AB9711.The ellipsoidal height was determined by GPS observations
 AB9711.and is referenced to NAD 83.
 AB9711
 AB9711. The following values were computed from the NAD 83(1996) position.
 AB9711
 AB9711;                    North         East     Units Scale Factor Converg.
 AB9711;UTM  20      - 1,519,119.121   720,001.285   MT  1.00019874   +0 28 59.5
 AB9711
 AB9711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9711!UTM  20      -   1.00000508  x   1.00019874  =   1.00020382
 AB9711
 AB9711:                Primary Azimuth Mark                     Grid Az
 AB9711:UTM  20      -  TLPL A                                   082 34 06.6
 AB9711
 AB9711|---------------------------------------------------------------------|
 AB9711| PID    Reference Object                     Distance      Geod. Az  |
 AB9711|                                                           dddmmss.s |
 AB9711| AB9293 TLPL A                              APPROX. 1.7 KM 0830306.1 |
 AB9711|---------------------------------------------------------------------|
 AB9711
 AB9711                          SUPERSEDED SURVEY CONTROL
 AB9711
 AB9711.No superseded survey control is available for this station.
 AB9711
 AB9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQA2000119119(NAD 83)
 AB9711
 AB9711_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9711_STAMPING: TLPL C 1996
 AB9711_MARK LOGO: NGS   
 AB9711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9711+STABILITY: SURFACE MOTION
 AB9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9711+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9711
 AB9711  HISTORY     - Date     Condition        Report By
 AB9711  HISTORY     - 1996     MONUMENTED       NGS
 AB9711
 AB9711                          STATION DESCRIPTION
 AB9711
 AB9711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9711'THE STATION IS LOCATED 13 MI (20.9 KM) SOUTH FROM CASTRIES, 0.5 MI
 AB9711'(0.8 KM) NORTH FROM VIEUX FORT, AT THE HEWANORRA AIRPORT.  CONTACT
 AB9711'SIXTUS HENRY, HEWANORRA AIRPORT MANAGER, PO BOX 651, VIEUX FORT, SAINT
 AB9711'LUCIA, PHONE (809) 454-6725, FAX (809) 454-6900 IN ADVANCE OF
 AB9711'OPERATIONS TO ARRANGE FOR SITE ACCESS.  TO REACH THE STATION FROM THE
 AB9711'CONTROL TOWER AT HEWANORRA AIRPORT, GO SOUTH FOR 300 M (984.2 FT) TO
 AB9711'EDGE OF RUNWAY.  TURN RIGHT AND GO WEST ON RUNWAY FOR 1.6 KM (1.00 MI)
 AB9711'TO WEST END OF RUNWAY.  TURN LEFT AND GO SOUTH ACROSS RUNWAY FOR 230
 AB9711'FT (70.1 M) TO STATION.  LOCATED 80.7 FT (24.6 M) SOUTH FROM EDGE OF
 AB9711'RUNWAY, 81.2 FT (24.7 M) SOUTH FROM SOUTHMOST THRESHOLD LIGHT, AND IS
 AB9711'PROTECTED BY THREE PVC WITNESS POSTS PROJECTING 1 FT (0.3 M) ABOVE
 AB9711'GROUND IN A TRIANGULAR PATTERN SURROUNDING THE MONUMENT.  THIS IS A
 AB9711'SACS STATION AT HEWANORRA AIRPORT.

 *** retrieval complete.
