














                                  SURVEY CONTROL DATA
                                
                             STATE=VC
                             [JUNE  2, 2012       ]
                              Version = 7.88.2
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9301 ***********************************************************************
 AB9301  DESIGNATION -  11 VS
 AB9301  PID         -  AB9301
 AB9301  STATE/COUNTY-  VC/
 AB9301  COUNTRY     -  VC
 AB9301  USGS QUAD   -  
 AB9301
 AB9301                         *CURRENT SURVEY CONTROL
 AB9301  ______________________________________________________________________
 AB9301* NAD 83(2007) POSITION- 13 22 07.76003(N) 061 08 03.22967(W)   NO CHECK  
 AB9301* NAD 83(2007) ELLIP HT-    43.245 (meters)        (02/10/07)   NO CHECK
 AB9301* NAD 83(2007) EPOCH   -  2002.00
 AB9301* LMSL    ORTHO HEIGHT -    78.6    (meters)     258.    (feet) VERT ANG  
 AB9301  ______________________________________________________________________
 AB9301  GEOID HEIGHT    -        -37.71  (meters)                     CARIB97
 AB9301  NAD 83(2007) X  -  2,996,223.179 (meters)                     COMP
 AB9301  NAD 83(2007) Y  - -5,435,321.352 (meters)                     COMP
 AB9301  NAD 83(2007) Z  -  1,465,143.164 (meters)                     COMP
 AB9301  LAPLACE CORR    -         -0.12  (seconds)                    DCAR97
 AB9301
 AB9301  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9301  Type                                         Horiz  Ellip  Dist(km)
 AB9301  -------------------------------------------------------------------
 AB9301  NETWORK                                       9.18  14.92
 AB9301  -------------------------------------------------------------------
 AB9301  MEDIAN LOCAL ACCURACY AND DIST (002 points)   7.48  18.89     21.00
 AB9301  -------------------------------------------------------------------
 AB9301  NOTE: Click here for information on individual local accuracy
 AB9301  values and other accuracy information.
 AB9301
 AB9301
 AB9301.The horizontal coordinates were established by GPS observations
 AB9301.and adjusted by the National Geodetic Survey in February 2007.
 AB9301
 AB9301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9301.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9301
 AB9301.The horizontal coordinates are valid at the epoch date displayed above
 AB9301.which is a decimal equivalence of Year/Month/Day.
 AB9301
 AB9301.No horizontal observational check was made to the station.
 AB9301.
 AB9301.The orthometric height was determined by vertical angle observations.
 AB9301
 AB9301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9301
 AB9301.The Laplace correction was computed from DCAR97 derived deflections.
 AB9301
 AB9301.The ellipsoidal height was determined by GPS observations
 AB9301.and is referenced to NAD 83.
 AB9301
 AB9301. The following values were computed from the NAD 83(2007) position.
 AB9301
 AB9301;                    North         East     Units Scale Factor Converg.
 AB9301;UTM  20      - 1,478,683.839   702,055.758   MT  1.00010506   +0 25 53.6
 AB9301
 AB9301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9301!UTM  20      -   0.99999320  x   1.00010506  =   1.00009826
 AB9301
 AB9301                          SUPERSEDED SURVEY CONTROL
 AB9301
 AB9301  NAD 83(1996)-  13 22 07.75908(N)    061 08 03.23333(W) AD(       ) 1
 AB9301  ELLIP H (12/09/96)   43.279  (m)                       GP(       ) 1 1
 AB9301
 AB9301.Superseded values are not recommended for survey control.
 AB9301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9301.See file dsdata.txt to determine how the superseded data were derived.
 AB9301
 AB9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQV0205578683(NAD 83)
 AB9301
 AB9301_MARKER: H = DRILL HOLE
 AB9301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9301_STAMPING: 11 VS
 AB9301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9301+STABILITY: SURFACE MOTION
 AB9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9301+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 AB9301
 AB9301  HISTORY     - Date     Condition        Report By
 AB9301  HISTORY     - UNK      MONUMENTED       SVDS
 AB9301  HISTORY     - 19960422 GOOD             NGS
 AB9301
 AB9301                          STATION DESCRIPTION
 AB9301
 AB9301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9301'THE STATION IS LOCATED 15 MI (24.1 KM) NORTHEAST FROM KINGSTOWN, 6 MI
 AB9301'(9.7 KM) NORTH FROM GEORGETOWN, 1.5 MI (2.4 KM) NORTH FROM SANDY BAY,
 AB9301'AND 0.7 MI (1.1 KM) SOUTH FROM OWIA ON THE NORTHEAST COAST OF SAINT
 AB9301'VINCENT.  TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN
 AB9301'WINDWARD ROAD WITH A CREEKBED IN SOUTH OWIA, GO SOUTHEAST ON MAIN ROAD
 AB9301'FOR 0.85 MI (1.37 KM) TO A FORK.  TURN LEFT AND GO EAST FOR 270 FT
 AB9301'(82.3 M) TO A BEND RIGHT, AND DRIVEWAY WITH STREET LAMP-UTILITY POLE
 AB9301'ON THE LEFT.  PACK EAST FOR 65 FT (19.8 M) TO A RED WOODEN HOUSE.
 AB9301'CONTINUE EAST FOR 65 FT (19.8 M) TO STATION IN TREELINE.  THE STATION
 AB9301'IS THE TOP CENTER OF A 1 CM HOLE RECESSED 8 CM IN THE CENTER OF A 29
 AB9301'CM SQUARE CONCRETE MONUMENT PROJECTING 10 CM ABOVE GROUND. LOCATED
 AB9301'29.5 M (96.8 FT) WEST FROM PALM TREE, 50 FT (15.2 M) SOUTHWEST FROM
 AB9301'WEST CORNER OF SMALL CINDERBLOCK BUILDING FOUNDATION, 17 FT (5.2 M)
 AB9301'EAST FROM GRAPE TREE, AND AT THE NORTH EDGE OF A SMALL GARDEN.  THIS
 AB9301'IS A SECONDARY CONTROL STATION IN THE SAINT VINCENT SURVEY NETWORK.
 AB9301'--NOTE-- BRING CHAINSAW TO PRUNE GRAPE TREE. --NOTE-- DATE ESTABLISHED
 AB9301'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9304 ***********************************************************************
 AB9304  DESIGNATION -  42 VS RESET
 AB9304  PID         -  AB9304
 AB9304  STATE/COUNTY-  VC/
 AB9304  COUNTRY     -  VC
 AB9304  USGS QUAD   -  
 AB9304
 AB9304                         *CURRENT SURVEY CONTROL
 AB9304  ______________________________________________________________________
 AB9304* NAD 83(2007) POSITION- 13 09 42.61586(N) 061 13 20.52748(W)   NO CHECK  
 AB9304* NAD 83(2007) ELLIP HT-    89.263 (meters)        (02/10/07)   NO CHECK
 AB9304* NAD 83(2007) EPOCH   -  2002.00
 AB9304* LMSL    ORTHO HEIGHT -   124.1    (meters)     407.    (feet) VERT ANG  
 AB9304  ______________________________________________________________________
 AB9304  GEOID HEIGHT    -        -37.62  (meters)                     CARIB97
 AB9304  NAD 83(2007) X  -  2,990,409.622 (meters)                     COMP
 AB9304  NAD 83(2007) Y  - -5,444,568.851 (meters)                     COMP
 AB9304  NAD 83(2007) Z  -  1,442,865.236 (meters)                     COMP
 AB9304  LAPLACE CORR    -          2.67  (seconds)                    DCAR97
 AB9304
 AB9304  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9304  Type                                         Horiz  Ellip  Dist(km)
 AB9304  -------------------------------------------------------------------
 AB9304  NETWORK                                       8.20   5.29
 AB9304  -------------------------------------------------------------------
 AB9304  MEDIAN LOCAL ACCURACY AND DIST (001 points)   5.36   4.02      2.23
 AB9304  -------------------------------------------------------------------
 AB9304  NOTE: Click here for information on individual local accuracy
 AB9304  values and other accuracy information.
 AB9304
 AB9304
 AB9304.The horizontal coordinates were established by GPS observations
 AB9304.and adjusted by the National Geodetic Survey in February 2007.
 AB9304
 AB9304.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9304.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9304
 AB9304.The horizontal coordinates are valid at the epoch date displayed above
 AB9304.which is a decimal equivalence of Year/Month/Day.
 AB9304
 AB9304.No horizontal observational check was made to the station.
 AB9304.
 AB9304.The orthometric height was determined by vertical angle observations.
 AB9304
 AB9304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9304
 AB9304.The Laplace correction was computed from DCAR97 derived deflections.
 AB9304
 AB9304.The ellipsoidal height was determined by GPS observations
 AB9304.and is referenced to NAD 83.
 AB9304
 AB9304. The following values were computed from the NAD 83(2007) position.
 AB9304
 AB9304;                    North         East     Units Scale Factor Converg.
 AB9304;UTM  20      - 1,455,713.590   692,670.976   MT  1.00005924   +0 24 17.6
 AB9304
 AB9304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9304!UTM  20      -   0.99998596  x   1.00005924  =   1.00004520
 AB9304
 AB9304                          SUPERSEDED SURVEY CONTROL
 AB9304
 AB9304  NAD 83(1996)-  13 09 42.61511(N)    061 13 20.53140(W) AD(       ) 1
 AB9304  ELLIP H (12/09/96)   89.309  (m)                       GP(       ) 1 1
 AB9304
 AB9304.Superseded values are not recommended for survey control.
 AB9304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9304.See file dsdata.txt to determine how the superseded data were derived.
 AB9304
 AB9304_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPV9267055713(NAD 83)
 AB9304
 AB9304_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9304_STAMPING: 42 VS RESET 1996
 AB9304_MARK LOGO: NGS   
 AB9304_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9304+STABILITY: SURFACE MOTION
 AB9304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9304+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9304
 AB9304  HISTORY     - Date     Condition        Report By
 AB9304  HISTORY     - 1996     MONUMENTED       NGS
 AB9304
 AB9304                          STATION DESCRIPTION
 AB9304
 AB9304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9304'THE STATION IS LOCATED IN 1 MILE (1.6 KM) EAST FROM KINGSTOWN, IN
 AB9304'KINGSTOWN PARK, AT THE CWSA TANK SITE, NEAR THE WEST END OF A RIDGE
 AB9304'OVERLOOKING KINGSTOWN, NEAR THE SOUTHWEST COAST OF SAINT VINCENT.  TO
 AB9304'REACH THE STATION FROM A DRIVEWAY AT A POINT WHERE A SOUTHWEST
 AB9304'ALLIGNED ROAD THROUGH KINGSTOWN PARK BENDS SHARPLY TO THE RIGHT, PACK
 AB9304'SOUTHWEST, UPHILL ON DIM TRAIL UNDER POWER LINES FOR 300 FT (91.4 M)
 AB9304'TO TOP OF HILL.  CONTINUE SOUTHWEST UNDER POWER LINES ON RIDGE LINE
 AB9304'FOR 435 FT (132.6 M) TO LOCKED GATE OF FENCE SURROUNDING A SMALL WATER
 AB9304'TANK FACILITY (DISUSED.) GO THROUGH GATE TO THE STATION ON THE RIGHT.
 AB9304'THE STATION IS A NGS HORIZONTAL STATION DISK RECESSED 13 INCHES IN THE
 AB9304'CENTER OF A 40 CM SQUARE CONCRETE MONUMENT PROJECTING 15 CM FROM THE
 AB9304'CENTER OF A 61 CM SQUARE CONCRETE MONUMENT PROJECTING 17 CM ABOVE
 AB9304'GROUND.  LOCATED 4.56 M (14.96 FT) SOUTHWEST FROM CENTER OF GATE, 4.55
 AB9304'M (14.93 FT) NORTHEAST FROM NORTHEAST CORNER OF STONE WATER STORAGE
 AB9304'TANK, 0.88 M (2.89 FT) NORTH FROM NORTH CORNER OF STONE BUNKER
 AB9304'CONTAINING WATER MAIN, AND SURROUNDED BY STONE BUNKERS.  THIS IS A
 AB9304'SECONDARY CONTROL STATION IN THE SAINT VINCENT SURVEY NETWORK.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9300 ***********************************************************************
 AB9300  DESIGNATION -  TVSV A
 AB9300  PID         -  AB9300
 AB9300  STATE/COUNTY-  VC/
 AB9300  COUNTRY     -  VC
 AB9300  USGS QUAD   -  
 AB9300
 AB9300                         *CURRENT SURVEY CONTROL
 AB9300  ______________________________________________________________________
 AB9300* NAD 83(2007) POSITION- 13 08 42.26043(N) 061 12 39.43687(W)   ADJUSTED  
 AB9300* NAD 83(2007) ELLIP HT-   -26.663 (meters)        (02/10/07)   ADJUSTED
 AB9300* NAD 83(2007) EPOCH   -  2002.00
 AB9300* LMSL    ORTHO HEIGHT -     8.2    (meters)      27.    (feet) GPS OBS   
 AB9300  ______________________________________________________________________
 AB9300  LMSL orthometric height was determined with geoid model       EGM96
 AB9300  GEOID HEIGHT    -        -37.77  (meters)                     EGM96
 AB9300  GEOID HEIGHT    -        -37.56  (meters)                     CARIB97
 AB9300  NAD 83(2007) X  -  2,991,643.094 (meters)                     COMP
 AB9300  NAD 83(2007) Y  - -5,444,243.990 (meters)                     COMP
 AB9300  NAD 83(2007) Z  -  1,441,032.723 (meters)                     COMP
 AB9300  LAPLACE CORR    -          1.97  (seconds)                    DCAR97
 AB9300
 AB9300  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9300  Type                                         Horiz  Ellip  Dist(km)
 AB9300  -------------------------------------------------------------------
 AB9300  NETWORK                                       6.27   3.45
 AB9300  -------------------------------------------------------------------
 AB9300  MEDIAN LOCAL ACCURACY AND DIST (018 points)   6.52   4.41    459.42
 AB9300  -------------------------------------------------------------------
 AB9300  NOTE: Click here for information on individual local accuracy
 AB9300  values and other accuracy information.
 AB9300
 AB9300
 AB9300.The horizontal coordinates were established by GPS observations
 AB9300.and adjusted by the National Geodetic Survey in February 2007.
 AB9300
 AB9300.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9300.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9300
 AB9300.The horizontal coordinates are valid at the epoch date displayed above
 AB9300.which is a decimal equivalence of Year/Month/Day.
 AB9300
 AB9300.The orthometric height was determined by GPS observations and a
 AB9300.high-resolution geoid model.
 AB9300
 AB9300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9300
 AB9300.The Laplace correction was computed from DCAR97 derived deflections.
 AB9300
 AB9300.The ellipsoidal height was determined by GPS observations
 AB9300.and is referenced to NAD 83.
 AB9300
 AB9300. The following values were computed from the NAD 83(2007) position.
 AB9300
 AB9300;                    North         East     Units Scale Factor Converg.
 AB9300;UTM  20      - 1,453,867.504   693,921.650   MT  1.00006522   +0 24 25.2
 AB9300
 AB9300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9300!UTM  20      -   1.00000419  x   1.00006522  =   1.00006941
 AB9300
 AB9300:                Primary Azimuth Mark                     Grid Az
 AB9300:UTM  20      -  TVSV B                                   072 35 00.0
 AB9300
 AB9300|---------------------------------------------------------------------|
 AB9300| PID    Reference Object                     Distance      Geod. Az  |
 AB9300|                                                           dddmmss.s |
 AB9300| AB9512 TVSV B                              APPROX. 0.6 KM 0725925.2 |
 AB9300| AB9513 TVSV C                              APPROX. 0.6 KM 2284909.1 |
 AB9300|---------------------------------------------------------------------|
 AB9300
 AB9300                          SUPERSEDED SURVEY CONTROL
 AB9300
 AB9300  NAD 83(1996)-  13 08 42.25948(N)    061 12 39.44052(W) AD(       ) A
 AB9300  ELLIP H (12/09/96)  -26.629  (m)                       GP(       ) 1 1
 AB9300
 AB9300.Superseded values are not recommended for survey control.
 AB9300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9300.See file dsdata.txt to determine how the superseded data were derived.
 AB9300
 AB9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPV9392153867(NAD 83)
 AB9300
 AB9300_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9300_STAMPING: TVSV A 1996
 AB9300_MARK LOGO: NGS   
 AB9300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9300+STABILITY: SURFACE MOTION
 AB9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9300+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9300
 AB9300  HISTORY     - Date     Condition        Report By
 AB9300  HISTORY     - 1996     MONUMENTED       NGS
 AB9300
 AB9300                          STATION DESCRIPTION
 AB9300
 AB9300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9300'THE STATION IS LOCATED 1 MI (1.6 KM) SOUTH FROM KINGSTOWN, AT THE
 AB9300'E.T.JOSHUA AIRPORT ON THE SOUTHWEST COAST OF SAINT VINCENT.  CONTACT
 AB9300'MR B.E.ALISTAIR ALEXANDER, DIRECTOR OF AIRPORTS, MINISTRY OF
 AB9300'COMMUNICATION AND WORKS, KINGSTOWN, SAINT VINCENT, PHONE (809)
 AB9300'458-4011, FAX (809) 458-4786, IN ADVANCE OF OPERATIONS TO ARRANGE FOR
 AB9300'ACCESS TO STATIONS ON THE AIRFIELD.  TO REACH THE STATION FROM THE
 AB9300'BASE OF THE CONTROL TOWER ON THE MAIN TERMINAL RAMP, GO WEST ON RAMP
 AB9300'FOR APPROXIMATLY 500 FT (152.4 M) TO FIRE STATION ON THE RIGHT AND
 AB9300'STATION ON THE LEFT IN A GRASS FIELD.  LOCATED ON LINE WITH A FENCE
 AB9300'LINE ON THE NORTH SIDE OF THE RUNWAY, ON LINE WITH THE WEST WALL OF A
 AB9300'FIRE STATION HOUSE, 30.7 FT (9.4 M) EAST FROM EAST EDGE OF FIRE ROAD,
 AB9300'66.2 FT (20.2 M) SOUTH FROM SOUTH EDGE OF RAMP, 84.5 FT (25.8 M) WEST
 AB9300'FROM RAMP LIGHT, AND IS PROTECTED BY THREE ORANGE PVC WITNESS POSTS
 AB9300'PROJECTING 1 FT (0.3 M) ABOVE GROUND IN A TRIANGULAR PATTERN
 AB9300'SURROUNDING THE MONUMENT.  THIS IS THE PACS STATION AT E.T.JOSHUA
 AB9300'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9512 ***********************************************************************
 AB9512  DESIGNATION -  TVSV B
 AB9512  PID         -  AB9512
 AB9512  STATE/COUNTY-  VC/
 AB9512  COUNTRY     -  VC
 AB9512  USGS QUAD   -  
 AB9512
 AB9512                         *CURRENT SURVEY CONTROL
 AB9512  ______________________________________________________________________
 AB9512* NAD 83(1996) POSITION- 13 08 48.31941(N) 061 12 19.22615(W)   ADJUSTED  
 AB9512* NAD 83(1996) ELLIP HT-   -16.443 (meters)        (12/30/96)   ADJUSTED
 AB9512* LMSL    ORTHO HEIGHT -    18.3    (meters)      60.    (feet) GPS OBS   
 AB9512  ______________________________________________________________________
 AB9512  LMSL orthometric height was determined with geoid model       EGM96
 AB9512  GEOID HEIGHT    -        -37.77  (meters)                     EGM96
 AB9512  GEOID HEIGHT    -        -37.53  (meters)                     CARIB97
 AB9512  NAD 83(1996) X  -  2,992,160.927 (meters)                     COMP
 AB9512  NAD 83(1996) Y  - -5,443,922.441 (meters)                     COMP
 AB9512  NAD 83(1996) Z  -  1,441,216.366 (meters)                     COMP
 AB9512  LAPLACE CORR    -          1.73  (seconds)                    DCAR97
 AB9512  HORZ ORDER      -  FIRST
 AB9512  ELLP ORDER      -  FIFTH     CLASS I
 AB9512
 AB9512.The horizontal coordinates were established by GPS observations
 AB9512.and adjusted by the National Geodetic Survey in December 1996.
 AB9512
 AB9512.The orthometric height was determined by GPS observations and a
 AB9512.high-resolution geoid model.
 AB9512
 AB9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9512
 AB9512.The Laplace correction was computed from DCAR97 derived deflections.
 AB9512
 AB9512.The ellipsoidal height was determined by GPS observations
 AB9512.and is referenced to NAD 83.
 AB9512
 AB9512. The following values were computed from the NAD 83(1996) position.
 AB9512
 AB9512;                    North         East     Units Scale Factor Converg.
 AB9512;UTM  20      - 1,454,058.041   694,529.036   MT  1.00006814   +0 24 29.9
 AB9512
 AB9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9512!UTM  20      -   1.00000259  x   1.00006814  =   1.00007073
 AB9512
 AB9512:                Primary Azimuth Mark                     Grid Az
 AB9512:UTM  20      -  TVSV A                                   252 34 59.9
 AB9512
 AB9512|---------------------------------------------------------------------|
 AB9512| PID    Reference Object                     Distance      Geod. Az  |
 AB9512|                                                           dddmmss.s |
 AB9512| AB9300 TVSV A                              APPROX. 0.6 KM 2525929.8 |
 AB9512|---------------------------------------------------------------------|
 AB9512
 AB9512                          SUPERSEDED SURVEY CONTROL
 AB9512
 AB9512.No superseded survey control is available for this station.
 AB9512
 AB9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPV9452954058(NAD 83)
 AB9512
 AB9512_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9512_STAMPING: TVSV B 1996
 AB9512_MARK LOGO: NGS   
 AB9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9512+STABILITY: SURFACE MOTION
 AB9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9512+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9512
 AB9512  HISTORY     - Date     Condition        Report By
 AB9512  HISTORY     - 1996     MONUMENTED       NGS
 AB9512
 AB9512                          STATION DESCRIPTION
 AB9512
 AB9512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9512'THE STATION IS LOCATED 1 MI (1.6 KM) SOUTH FROM KINGSTOWN, AT THE
 AB9512'E.T.JOSHUA AIRPORT ON THE SOUTHWEST COAST OF SAINT VINCENT.  CONTACT
 AB9512'MR B.E.ALISTAIR ALEXANDER, DIRECTOR OF AIRPORTS, MINISTRY OF
 AB9512'COMMUNICATION AND WORKS, KINGSTOWN, SAINT VINCENT, PHONE (809)
 AB9512'458-4011, FAX (809) 458-4786, IN ADVANCE OF OPERATIONS TOR ARRANGE FOR
 AB9512'ACCESS TO STATIONS ON THE AIRFIELD.  TO REACH THE STATION FROM THE
 AB9512'BASE OF THE CONTROL TOWER ON THE MAIN TERMINAL RAMP, GO NORTHEAST
 AB9512'ACROSS RAMP TOWARDS RUNWAY END 25 FOR APPROXIMATLY 2000 FT (609.6 M)
 AB9512'TO THE EAST SIDE OF THE RUNWAY AND STATION LOCATED IN GRASS INFIELD
 AB9512'AREA.  LOCATED 94.8 FT (28.9 M) SOUTH FROM RUNWAY EDGE, 77.4 FT (23.6
 AB9512'M) NORTH FROM FENCE, 20.0 FT (6.1 M) NORTHEAST FROM ABANDONED FENCE
 AB9512'LIGHT, AND IS PROTECTED BY THREE ORANGE PVC WITNESS POSTS PROJECTING 1
 AB9512'FT (0.3 M) ABOVE GROUND IN A TRIANGULAR PATTERN SURROUNDING THE
 AB9512'MONUMENT.  THIS IS A SACS STATION AT E.T.JOSHUA AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9513 ***********************************************************************
 AB9513  DESIGNATION -  TVSV C
 AB9513  PID         -  AB9513
 AB9513  STATE/COUNTY-  VC/
 AB9513  COUNTRY     -  VC
 AB9513  USGS QUAD   -  
 AB9513
 AB9513                         *CURRENT SURVEY CONTROL
 AB9513  ______________________________________________________________________
 AB9513* NAD 83(1996) POSITION- 13 08 28.91183(N) 061 12 55.00584(W)   ADJUSTED  
 AB9513* NAD 83(1996) ELLIP HT-   -32.172 (meters)        (12/30/96)   ADJUSTED
 AB9513* LMSL    ORTHO HEIGHT -     2.6    (meters)       9.    (feet) GPS OBS   
 AB9513  ______________________________________________________________________
 AB9513  LMSL orthometric height was determined with geoid model       EGM96
 AB9513  GEOID HEIGHT    -        -37.77  (meters)                     EGM96
 AB9513  GEOID HEIGHT    -        -37.58  (meters)                     CARIB97
 AB9513  NAD 83(1996) X  -  2,991,274.483 (meters)                     COMP
 AB9513  NAD 83(1996) Y  - -5,444,546.835 (meters)                     COMP
 AB9513  NAD 83(1996) Z  -  1,440,632.002 (meters)                     COMP
 AB9513  LAPLACE CORR    -          2.14  (seconds)                    DCAR97
 AB9513  HORZ ORDER      -  FIRST
 AB9513  ELLP ORDER      -  FIFTH     CLASS I
 AB9513
 AB9513.The horizontal coordinates were established by GPS observations
 AB9513.and adjusted by the National Geodetic Survey in December 1996.
 AB9513
 AB9513.The orthometric height was determined by GPS observations and a
 AB9513.high-resolution geoid model.
 AB9513
 AB9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9513
 AB9513.The Laplace correction was computed from DCAR97 derived deflections.
 AB9513
 AB9513.The ellipsoidal height was determined by GPS observations
 AB9513.and is referenced to NAD 83.
 AB9513
 AB9513. The following values were computed from the NAD 83(1996) position.
 AB9513
 AB9513;                    North         East     Units Scale Factor Converg.
 AB9513;UTM  20      - 1,453,453.945   693,455.647   MT  1.00006299   +0 24 21.2
 AB9513
 AB9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9513!UTM  20      -   1.00000506  x   1.00006299  =   1.00006805
 AB9513
 AB9513:                Primary Azimuth Mark                     Grid Az
 AB9513:UTM  20      -  TVSV A                                   048 24 44.4
 AB9513
 AB9513|---------------------------------------------------------------------|
 AB9513| PID    Reference Object                     Distance      Geod. Az  |
 AB9513|                                                           dddmmss.s |
 AB9513| AB9300 TVSV A                              APPROX. 0.6 KM 0484905.6 |
 AB9513|---------------------------------------------------------------------|
 AB9513
 AB9513                          SUPERSEDED SURVEY CONTROL
 AB9513
 AB9513.No superseded survey control is available for this station.
 AB9513
 AB9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPV9345553453(NAD 83)
 AB9513
 AB9513_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9513_STAMPING: TVSV C 1996
 AB9513_MARK LOGO: NGS   
 AB9513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9513+STABILITY: SURFACE MOTION
 AB9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9513+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9513
 AB9513  HISTORY     - Date     Condition        Report By
 AB9513  HISTORY     - 1996     MONUMENTED       NGS
 AB9513
 AB9513                          STATION DESCRIPTION
 AB9513
 AB9513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RAZ)
 AB9513'THE STATION IS LOCATED 1 MI (1.6 KM) SOUTH FROM KINGSTOWN, AT THE
 AB9513'E.T.JOSHUA AIRPORT ON THE SOUTHWEST COAST OF SAINT VINCENT.  CONTACT
 AB9513'MR B.E.ALISTAIR ALEXANDER, DIRECTOR OF AIRPORTS, MINISTRY OF
 AB9513'COMMUNICATION AND WORKS, KINGSTOWN, SAINT VINCENT, PHONE (809)
 AB9513'458-4011, FAX (809) 458-4786, IN ADVANCE OF OPERATIONS TOR ARRANGE FOR
 AB9513'ACCESS TO STATIONS ON THE AIRFIELD.  TO REACH THE STATION FROM THE
 AB9513'BASE OF THE CONTROL TOWER ON THE MAIN TERMINAL RAMP, GO WEST ACROSS
 AB9513'RAMP APPROXIMATLY 500 FT (152.4 M) TO FIRE HOUSE ROAD.  TURN LEFT AND
 AB9513'CROSS MAIN RUNWAY TO GRASS INFIELD.  TURN RIGHT AND GO SOUTHWEST
 AB9513'APPROXIMATLY 2000 FT (609.6 M) TO PAPI LIGHTS ON THE RIGHT, WIND SOCK
 AB9513'AND STATION ON THE LEFT.  LOCATED 84.7 FT (25.8 M) SOUTHEAST FROM EDGE
 AB9513'OF RUNWAY, 175.3 FT (53.4 M) WEST FROM WINDSOCK, AND IS PROTECTED BY
 AB9513'THREE ORANGE PVC WITNESS POSTS PROJECTING 1 FT (0.3 M) ABOVE GROUND IN
 AB9513'A TRIANGULAR PATTERN SURROUNDING THE MONUMENT.  THIS IS A SACS STATION
 AB9513'AT E.T.JOSHUA AIRPORT.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9303 ***********************************************************************
 AB9303  DESIGNATION -  V 1
 AB9303  PID         -  AB9303
 AB9303  STATE/COUNTY-  VC/
 AB9303  COUNTRY     -  VC
 AB9303  USGS QUAD   -  
 AB9303
 AB9303                         *CURRENT SURVEY CONTROL
 AB9303  ______________________________________________________________________
 AB9303* NAD 83(2007) POSITION- 13 09 29.13193(N) 061 14 31.97977(W)   NO CHECK  
 AB9303* NAD 83(2007) ELLIP HT-   158.964 (meters)        (02/10/07)   NO CHECK
 AB9303* NAD 83(2007) EPOCH   -  2002.00
 AB9303* LMSL    ORTHO HEIGHT -   193.9    (meters)     636.    (feet) VERT ANG  
 AB9303  ______________________________________________________________________
 AB9303  GEOID HEIGHT    -        -37.75  (meters)                     CARIB97
 AB9303  NAD 83(2007) X  -  2,988,601.429 (meters)                     COMP
 AB9303  NAD 83(2007) Y  - -5,445,746.640 (meters)                     COMP
 AB9303  NAD 83(2007) Z  -  1,442,477.604 (meters)                     COMP
 AB9303  LAPLACE CORR    -          3.31  (seconds)                    DCAR97
 AB9303
 AB9303  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9303  Type                                         Horiz  Ellip  Dist(km)
 AB9303  -------------------------------------------------------------------
 AB9303  NETWORK                                       6.61   8.82
 AB9303  -------------------------------------------------------------------
 AB9303  MEDIAN LOCAL ACCURACY AND DIST (001 points)   2.28   8.13      3.69
 AB9303  -------------------------------------------------------------------
 AB9303  NOTE: Click here for information on individual local accuracy
 AB9303  values and other accuracy information.
 AB9303
 AB9303
 AB9303.The horizontal coordinates were established by GPS observations
 AB9303.and adjusted by the National Geodetic Survey in February 2007.
 AB9303
 AB9303.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9303.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9303
 AB9303.The horizontal coordinates are valid at the epoch date displayed above
 AB9303.which is a decimal equivalence of Year/Month/Day.
 AB9303
 AB9303.No horizontal observational check was made to the station.
 AB9303.
 AB9303.The orthometric height was determined by vertical angle observations.
 AB9303
 AB9303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9303
 AB9303.The Laplace correction was computed from DCAR97 derived deflections.
 AB9303
 AB9303.The ellipsoidal height was determined by GPS observations
 AB9303.and is referenced to NAD 83.
 AB9303
 AB9303. The following values were computed from the NAD 83(2007) position.
 AB9303
 AB9303;                    North         East     Units Scale Factor Converg.
 AB9303;UTM  20      - 1,455,284.083   690,522.022   MT  1.00004905   +0 24 00.9
 AB9303
 AB9303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9303!UTM  20      -   0.99997500  x   1.00004905  =   1.00002405
 AB9303
 AB9303                          SUPERSEDED SURVEY CONTROL
 AB9303
 AB9303  NAD 83(1996)-  13 09 29.13099(N)    061 14 31.98342(W) AD(       ) 1
 AB9303  ELLIP H (12/09/96)  158.998  (m)                       GP(       ) 1 1
 AB9303
 AB9303.Superseded values are not recommended for survey control.
 AB9303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9303.See file dsdata.txt to determine how the superseded data were derived.
 AB9303
 AB9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PPV9052255284(NAD 83)
 AB9303
 AB9303_MARKER: M = AMMO SHELL CASING
 AB9303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9303_STAMPING: V 1
 AB9303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9303+STABILITY: SURFACE MOTION
 AB9303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9303+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004
 AB9303
 AB9303  HISTORY     - Date     Condition        Report By
 AB9303  HISTORY     - 1945     MONUMENTED       UKRE
 AB9303  HISTORY     - 20040529 GOOD             INDIV
 AB9303
 AB9303                          STATION DESCRIPTION
 AB9303
 AB9303'DESCRIBED BY UNITED KINGDOM ROYAL ENGINEERS 1945
 AB9303'THE STATION IS LOCATED 1 MI (1.6 KM) NORTH FROM KINGSTOWN, ATOP FORT
 AB9303'CHARLOTTE, NEAR THE SOUTHWEST COAST OF SAINT VINCENT.  TO REACH THE
 AB9303'STATION FROM THE ST VINCENT PORT AUTHORITY LIGHTHOUSE AND TRAFFIC
 AB9303'CONTROL STATION AT THE SOUTH BALUSTER OF THE FORT, GO NORTH ON STONE
 AB9303'RAMPART WALKWAY FOR 125 FT (38.1 M) PAST FIVE GUN PORTS TO THE SIXTH
 AB9303'BATTLEMENT ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 20 FT (6.1 M) TO
 AB9303'BATTLEMENT WALL.  CLIMB WALL AND CONTINUE EAST FOR 2.1 M (6.9 FT) TO
 AB9303'THE STATION ATOP BATTLEMENT.  THE STATION IS THE TOP CENTER OF A 1 CM
 AB9303'CARTRIDGE CASING RECESSED 11 CM IN THE CENTER OF A 38 CM SQUARE
 AB9303'CONCRETE MONUMENT PROJECTING 8 CM FROM THE TOP OF THE BATTLEMENT. THIS
 AB9303'IS A PRIMARY CONTROL STATION IN THE SAINT VINCENT SURVEY NETWORK.
 AB9303'LOCATED 5 M (16.4 FT) NORTH-NORTHEAST FROM UTILITY POLE MARKED -169-,
 AB9303'2.5 M (8.2 FT) SOUTHEAST FROM THE MUZZLE OF ANTIQUE CANNON MARKED
 AB9303'-16-1-12-, AND 1.1 M (3.6 FT) SOUTH FROM THE SOUTH EDGE OF THE
 AB9303'BATTLEMENT.  --NOTE-- BRING SANDBAGS TO STABILIZE TRIPOD.
 AB9303
 AB9303                          STATION RECOVERY (2004)
 AB9303
 AB9303'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BAH)
 AB9303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE  2, 2012
 AB9302 ***********************************************************************
 AB9302  DESIGNATION -  V 7
 AB9302  PID         -  AB9302
 AB9302  STATE/COUNTY-  VC/
 AB9302  COUNTRY     -  VC
 AB9302  USGS QUAD   -  
 AB9302
 AB9302                         *CURRENT SURVEY CONTROL
 AB9302  ______________________________________________________________________
 AB9302* NAD 83(2007) POSITION- 13 13 31.26825(N) 061 07 36.35990(W)   NO CHECK  
 AB9302* NAD 83(2007) ELLIP HT-    13.338 (meters)        (02/10/07)   NO CHECK
 AB9302* NAD 83(2007) EPOCH   -  2002.00
 AB9302* LMSL    ORTHO HEIGHT -    48.8    (meters)     160.    (feet) VERT ANG  
 AB9302  ______________________________________________________________________
 AB9302  GEOID HEIGHT    -        -37.55  (meters)                     CARIB97
 AB9302  NAD 83(2007) X  -  2,998,679.975 (meters)                     COMP
 AB9302  NAD 83(2007) Y  - -5,438,102.387 (meters)                     COMP
 AB9302  NAD 83(2007) Z  -  1,449,689.238 (meters)                     COMP
 AB9302  LAPLACE CORR    -         -1.47  (seconds)                    DCAR97
 AB9302
 AB9302  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9302  Type                                         Horiz  Ellip  Dist(km)
 AB9302  -------------------------------------------------------------------
 AB9302  NETWORK                                       7.61  18.91
 AB9302  -------------------------------------------------------------------
 AB9302  MEDIAN LOCAL ACCURACY AND DIST (002 points)   5.94  20.93     14.31
 AB9302  -------------------------------------------------------------------
 AB9302  NOTE: Click here for information on individual local accuracy
 AB9302  values and other accuracy information.
 AB9302
 AB9302
 AB9302.The horizontal coordinates were established by GPS observations
 AB9302.and adjusted by the National Geodetic Survey in February 2007.
 AB9302
 AB9302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9302.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9302
 AB9302.The horizontal coordinates are valid at the epoch date displayed above
 AB9302.which is a decimal equivalence of Year/Month/Day.
 AB9302
 AB9302.No horizontal observational check was made to the station.
 AB9302.
 AB9302.The orthometric height was determined by vertical angle observations.
 AB9302
 AB9302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9302
 AB9302.The Laplace correction was computed from DCAR97 derived deflections.
 AB9302
 AB9302.The ellipsoidal height was determined by GPS observations
 AB9302.and is referenced to NAD 83.
 AB9302
 AB9302. The following values were computed from the NAD 83(2007) position.
 AB9302
 AB9302;                    North         East     Units Scale Factor Converg.
 AB9302;UTM  20      - 1,462,816.139   702,983.729   MT  1.00010972   +0 25 43.4
 AB9302
 AB9302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9302!UTM  20      -   0.99999790  x   1.00010972  =   1.00010762
 AB9302
 AB9302                          SUPERSEDED SURVEY CONTROL
 AB9302
 AB9302  NAD 83(1996)-  13 13 31.26731(N)    061 07 36.36355(W) AD(       ) 1
 AB9302  ELLIP H (12/09/96)   13.372  (m)                       GP(       ) 1 1
 AB9302
 AB9302.Superseded values are not recommended for survey control.
 AB9302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9302.See file dsdata.txt to determine how the superseded data were derived.
 AB9302
 AB9302_U.S. NATIONAL GRID SPATIAL ADDRESS: 20PQV0298362816(NAD 83)
 AB9302
 AB9302_MARKER: M = AMMO SHELL CASING
 AB9302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB9302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9302+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9302
 AB9302  HISTORY     - Date     Condition        Report By
 AB9302  HISTORY     - UNK      MONUMENTED       UKRE
 AB9302  HISTORY     - 1996     GOOD             NGS
 AB9302
 AB9302                          STATION DESCRIPTION
 AB9302
 AB9302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9302'THE STATION IS LOCATED 12 KM (7.45 MI) NORTHEAST FROM KINGSTOWN, 6 KM
 AB9302'(3.70 MI) SOUTH FROM GEORGETOWN, AND IN SANS SOUCI, ON THE EAST COAST
 AB9302'OF SAINT VINCENT.  TO REACH THE STATION FROM A BRIDGE ON THE MAIN
 AB9302'WINDWARD ROAD OVER A CREEK AT THE ENTRANCE TO NORTH UNION SECONDARY
 AB9302'SCHOOL, GO NORTHEAST ON MAIN ROAD FOR 0.2 MI (0.3 KM) TO A BUS STOP ON
 AB9302'RIGHT AT INTERSECTION WITH PAVED ROAD TO DIAMOND VILLAGE ON THE LEFT.
 AB9302'TURN RIGHT AND GO EAST-SOUTHEAST ON DIRT ROAD FOR 55 FT (16.8 M) TO
 AB9302'GATE.  PACK SOUTHEAST ON DIRT ROAD FOR 1050 FT (320.0 M) TO STATION ON
 AB9302'THE LEFT IN A FIELD.  THE STATION IS THE TOP CENTER OF A 1 CM
 AB9302'CARTRIDGE CASE RECESSED 26 CM IN THE CENTER OF A 38 CM SQUARE CONCRETE
 AB9302'MONUMENT PROJECTING 30 CM ABOVE GROUND.  LOCATED 28 M (91.9 FT)
 AB9302'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 14 M
 AB9302'(45.9 FT) EAST-NORTHEAST FROM A 36-INCH WESTERN PINE TREE, AND 8.3 M
 AB9302'(27.2 FT) NORTHEAST FROM THE CENTER OF THE DIRT ROAD.  THIS IS A
 AB9302'PRIMARY CONTROL STATION IN THE SAINT VINCENT SURVEY NETWORK.  --NOTE--
 AB9302'MONUMENT IS TILTED SLIGHTLY TO THE WEST TREE. --NOTE-- DATE
 AB9302'ESTABLISHED IS UNKNOWN.

 *** retrieval complete.
