














                                  SURVEY CONTROL DATA
                                
                             STATE=VQ
                             [MAY 16, 2026 05:12:5]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3601 ***********************************************************************
 DL3601  DESIGNATION -  1
 DL3601  PID         -  DL3601
 DL3601  STATE/COUNTY-  VQ/ST JOHN
 DL3601  COUNTRY     -  US
 DL3601  USGS QUAD   -  CRUZ BAY (2013)
 DL3601
 DL3601                         *CURRENT SURVEY CONTROL
 DL3601  ______________________________________________________________________
 DL3601* NAD 83(1986) POSITION- 18 19 57.3    (N) 064 47 38.2    (W)   HD_HELD2
 DL3601* VIVD09  ORTHO HEIGHT -     0.813 (meters)        2.67  (feet) ADJUSTED
 DL3601  ______________________________________________________________________
 DL3601  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3601  VERT ORDER      -  FIRST     CLASS II
 DL3601
 DL3601.The horizontal coordinates were established by autonomous hand held GPS
 DL3601.observations and have an estimated accuracy of +/- 10 meters.
 DL3601
 DL3601.The orthometric height was determined by differential leveling and
 DL3601.adjusted by the NATIONAL GEODETIC SURVEY
 DL3601.in April 2012.
 DL3601
 DL3601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3601.GEOID18 height accuracy estimate available here.
 DL3601
 DL3601.Click photographs - Photos may exist for this station.
 DL3601
 DL3601;                    North         East    Units  Estimated Accuracy
 DL3601;SPC PRVI     -   256,033.      373,288.      MT  (+/- 10 meters HH2 GPS)
 DL3601
 DL3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1042227915(NAD 83)
 DL3601
 DL3601                          SUPERSEDED SURVEY CONTROL
 DL3601
 DL3601.No superseded survey control is available for this station.
 DL3601
 DL3601_MARKER: DD = SURVEY DISK
 DL3601_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3601_SP_SET: SEAWALL
 DL3601_STAMPING: 1 3.00
 DL3601_MARK LOGO: NPS
 DL3601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3601+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3601
 DL3601  HISTORY     - Date     Condition        Report By
 DL3601  HISTORY     - UNK      MONUMENTED       NPS
 DL3601  HISTORY     - 20080415 GOOD             NGS
 DL3601
 DL3601                          STATION DESCRIPTION
 DL3601
 DL3601'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3601'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3601'PARK SERVICE VISITORS CENTER, ABOUT 60 M (196.9 FT) SOUTH-SOUTHEAST
 DL3601'FROM THE SOUTHEAST CORNER OF THE VISITORS CENTER BUILDING.
 DL3601'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3601'00830, PHONE 340-776-6201.
 DL3601'
 DL3601'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3601'
 DL3601'IT IS LOCATED 15.2 M (49.9 FT) SOUTH FROM STATION JACOB, 23.5 M (77.1
 DL3601'FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE DOCK, 21.9 M (71.9 FT)
 DL3601'SOUTH-SOUTHWEST FROM A FLAGPOLE, 3.5 M (11.5 FT) NORTHEAST FROM A
 DL3601'FENCE CORNER, 3.3 M (10.8 FT) WEST-SOUTHWEST FROM THE ANGLE IN THE
 DL3601'SEAWALL AND 0.3 M (1.0 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 DL3601'SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 AB9517 ***********************************************************************
 AB9517  DESIGNATION -  126+00
 AB9517  PID         -  AB9517
 AB9517  STATE/COUNTY-  VQ/ST CROIX
 AB9517  COUNTRY     -  US
 AB9517  USGS QUAD   -  LONG POINT (2013)
 AB9517
 AB9517                         *CURRENT SURVEY CONTROL
 AB9517  ______________________________________________________________________
 AB9517* NAD 83(2011) POSITION- 17 42 12.69099(N) 064 47 15.91942(W)   ADJUSTED
 AB9517* NAD 83(2011) ELLIP HT-   -35.703 (meters)        (06/27/12)   ADJUSTED
 AB9517* NAD 83(2011) EPOCH   -  2010.00
 AB9517* LMSL    ORTHO HEIGHT -     6.6   (meters)       22.    (feet) GPS OBS
 AB9517  ______________________________________________________________________
 AB9517  LMSL orthometric height was determined with geoid model       EGM96
 AB9517  GEOID HEIGHT    -        -45.347 (meters)                     EGM96
 AB9517  GEOID HEIGHT    -        -41.283 (meters)                     GEOID18
 AB9517  NAD 83(2011) X  -  2,589,033.512 (meters)                     COMP
 AB9517  NAD 83(2011) Y  - -5,498,925.619 (meters)                     COMP
 AB9517  NAD 83(2011) Z  -  1,927,140.087 (meters)                     COMP
 AB9517  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 AB9517
 AB9517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9517  Standards:
 AB9517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9517  -------------------------------------------------------------------
 AB9517  NETWORK    3.09   5.35           1.13   1.37   2.73     -0.13725825
 AB9517  -------------------------------------------------------------------
 AB9517  Click here for local accuracies and other accuracy information.
 AB9517
 AB9517.This mark is at Alexander Hamilton Airport (STX)
 AB9517
 AB9517.The horizontal coordinates were established by GPS observations
 AB9517.and adjusted by the National Geodetic Survey in June 2012.
 AB9517
 AB9517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9517.been affixed to the stable North American tectonic plate. See 
 AB9517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9517
 AB9517.The horizontal coordinates are valid at the epoch date displayed above
 AB9517.which is a decimal equivalence of Year/Month/Day.
 AB9517
 AB9517.The orthometric height was determined by GPS observations and a
 AB9517.high-resolution geoid model.
 AB9517
 AB9517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9517.GEOID18 height accuracy estimate available here.
 AB9517
 AB9517.Click photographs - Photos may exist for this station.
 AB9517
 AB9517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9517
 AB9517.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9517
 AB9517.The ellipsoidal height was determined by GPS observations
 AB9517.and is referenced to NAD 83.
 AB9517
 AB9517. The following values were computed from the NAD 83(2011) position.
 AB9517
 AB9517;                    North         East     Units Scale Factor Converg.
 AB9517;SPC PRVI     -   186,417.121   374,567.814   MT  1.00003640   +0 30 53.6
 AB9517;UTM  20      - 1,958,284.910   310,404.541   MT  1.00004445   -0 32 37.7
 AB9517
 AB9517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9517!SPC PRVI     -   1.00000561  x   1.00003640  =   1.00004201
 AB9517!UTM  20      -   1.00000561  x   1.00004445  =   1.00005006
 AB9517
 AB9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1040458284(NAD 83)
 AB9517
 AB9517                          SUPERSEDED SURVEY CONTROL
 AB9517
 AB9517  NAD 83(2007)-  17 42 12.68994(N)    064 47 15.92439(W) AD(2002.00) 0
 AB9517  ELLIP H (02/10/07)  -35.716  (m)                       GP(2002.00)    
 AB9517  NAD 83(2002)-  17 42 12.69007(N)    064 47 15.92413(W) AD(       ) 3
 AB9517  ELLIP H (11/29/04)  -35.682  (m)                       GP(       ) 5 1
 AB9517  NAD 83(1996)-  17 42 12.68880(N)    064 47 15.93027(W) AD(       ) 3
 AB9517  ELLIP H (12/30/96)  -35.764  (m)                       GP(       ) 4 2
 AB9517
 AB9517.Superseded values are not recommended for survey control.
 AB9517
 AB9517.NGS no longer adjusts projects to the PR datum.
 AB9517.See file dsdata.pdf to determine how the superseded data were derived.
 AB9517
 AB9517_MARKER: Z = SEE DESCRIPTION
 AB9517_SETTING: 0 = UNSPECIFIED SETTING
 AB9517_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9517+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1996
 AB9517
 AB9517  HISTORY     - Date     Condition        Report By
 AB9517  HISTORY     - UNK      MONUMENTED
 AB9517  HISTORY     - 19961209 GOOD             NGS
 AB9517
 AB9517                          STATION DESCRIPTION
 AB9517
 AB9517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9517'THE STATION IS LOCATED AT THE ALEXANDER HAMILTON AIRPORT, ST CROIX,
 AB9517'U.S.  VIRGIN ISLANDS, ALONG THE NORTH SIDE OF RUNWAY END 27, AND ABOUT
 AB9517'IN LINE WITH THE THRESHOLD LIGHTS AT THE RUNWAY END. OWNERSHIP--VIRGIN
 AB9517'ISLANDS PORT AUTHORITY, P.O.  BOX 1134, ST CROIX, U.S.  VIRGIN
 AB9517'ISLANDS.  JEFF LAWLOR IS SENIOR ENGINEER OF THE AIRPORT.  PHONE
 AB9517'809-778-1012, FAX 809-778-1033.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AB9517'THIS STATION AND TO ARRANGE FOR ESCORT IF NEEDED.  THE STATION IS A
 AB9517'STEEL REBAR SET IN THE CENTER OF A 25 CM ROUND CONCRETE POST RECESSED
 AB9517'3 CM BELOW THE GROUND SURFACE.  THE STATION IN NOT STAMPED.  THE
 AB9517'STATION IS LOCATED 36.7 M (120.4 FT) NORTH OF THE NORTH EDGE OF THE
 AB9517'RUNWAY, 20.0 M (65.6 FT) NORTHWEST OF THE REIL, AND 0.8 M (2.6 FT)
 AB9517'WEST OF THE EXTENDED LINE OF THE THRESHOLD LIGHTS.  DESCRIBED BY D.G.
 AB9517'AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 AB9516 ***********************************************************************
 AB9516  DESIGNATION -  50+00
 AB9516  PID         -  AB9516
 AB9516  STATE/COUNTY-  VQ/ST CROIX
 AB9516  COUNTRY     -  US
 AB9516  USGS QUAD   -  LONG POINT (2013)
 AB9516
 AB9516                         *CURRENT SURVEY CONTROL
 AB9516  ______________________________________________________________________
 AB9516* NAD 83(2011) POSITION- 17 42 04.79484(N) 064 48 34.11050(W)   ADJUSTED
 AB9516* NAD 83(2011) ELLIP HT-   -24.112 (meters)        (06/27/12)   ADJUSTED
 AB9516* NAD 83(2011) EPOCH   -  2010.00
 AB9516* LMSL    ORTHO HEIGHT -    18.2   (meters)       60.    (feet) GPS OBS
 AB9516  ______________________________________________________________________
 AB9516  LMSL orthometric height was determined with geoid model       EGM96
 AB9516  GEOID HEIGHT    -        -45.366 (meters)                     EGM96
 AB9516  GEOID HEIGHT    -        -41.305 (meters)                     GEOID18
 AB9516  NAD 83(2011) X  -  2,586,984.906 (meters)                     COMP
 AB9516  NAD 83(2011) Y  - -5,499,983.465 (meters)                     COMP
 AB9516  NAD 83(2011) Z  -  1,926,912.352 (meters)                     COMP
 AB9516  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 AB9516
 AB9516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9516  Standards:
 AB9516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9516  -------------------------------------------------------------------
 AB9516  NETWORK    2.77   5.04           1.07   1.19   2.57     -0.08560051
 AB9516  -------------------------------------------------------------------
 AB9516  Click here for local accuracies and other accuracy information.
 AB9516
 AB9516.This mark is at Alexander Hamilton Airport (STX)
 AB9516
 AB9516.The horizontal coordinates were established by GPS observations
 AB9516.and adjusted by the National Geodetic Survey in June 2012.
 AB9516
 AB9516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9516.been affixed to the stable North American tectonic plate. See 
 AB9516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9516
 AB9516.The horizontal coordinates are valid at the epoch date displayed above
 AB9516.which is a decimal equivalence of Year/Month/Day.
 AB9516
 AB9516.The orthometric height was determined by GPS observations and a
 AB9516.high-resolution geoid model.
 AB9516
 AB9516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9516.GEOID18 height accuracy estimate available here.
 AB9516
 AB9516.Click photographs - Photos may exist for this station.
 AB9516
 AB9516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9516
 AB9516.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9516
 AB9516.The ellipsoidal height was determined by GPS observations
 AB9516.and is referenced to NAD 83.
 AB9516
 AB9516. The following values were computed from the NAD 83(2011) position.
 AB9516
 AB9516;                    North         East     Units Scale Factor Converg.
 AB9516;SPC PRVI     -   186,153.796   372,265.932   MT  1.00003675   +0 30 29.1
 AB9516;UTM  20      - 1,958,064.153   308,098.157   MT  1.00005533   -0 33 01.3
 AB9516
 AB9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9516!SPC PRVI     -   1.00000379  x   1.00003675  =   1.00004054
 AB9516!UTM  20      -   1.00000379  x   1.00005533  =   1.00005912
 AB9516
 AB9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0809858064(NAD 83)
 AB9516
 AB9516|---------------------------------------------------------------------|
 AB9516| PID    Reference Object                     Distance      Geod. Az  |
 AB9516|                                                           dddmmss.s |
 AB9516| TV1512 STX C                               244.771 METERS 17428     |
 AB9516|---------------------------------------------------------------------|
 AB9516
 AB9516                          SUPERSEDED SURVEY CONTROL
 AB9516
 AB9516  NAD 83(2007)-  17 42 04.79379(N)    064 48 34.11547(W) AD(2002.00) 0
 AB9516  ELLIP H (02/10/07)  -24.125  (m)                       GP(2002.00)    
 AB9516  NAD 83(2002)-  17 42 04.79392(N)    064 48 34.11521(W) AD(       ) 3
 AB9516  ELLIP H (11/29/04)  -24.092  (m)                       GP(       ) 5 1
 AB9516  NAD 83(1996)-  17 42 04.79265(N)    064 48 34.12135(W) AD(       ) 3
 AB9516  ELLIP H (12/30/96)  -24.173  (m)                       GP(       ) 4 2
 AB9516
 AB9516.Superseded values are not recommended for survey control.
 AB9516
 AB9516.NGS no longer adjusts projects to the PR datum.
 AB9516.See file dsdata.pdf to determine how the superseded data were derived.
 AB9516
 AB9516_MARKER: Z = SEE DESCRIPTION
 AB9516_SETTING: 0 = UNSPECIFIED SETTING
 AB9516_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9516+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1996
 AB9516
 AB9516  HISTORY     - Date     Condition        Report By
 AB9516  HISTORY     - UNK      MONUMENTED
 AB9516  HISTORY     - 19961209 GOOD             NGS
 AB9516
 AB9516                          STATION DESCRIPTION
 AB9516
 AB9516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9516'THE STATION IS LOCATED AT THE ALEXANDER HAMILTON AIRPORT, ST CROIX,
 AB9516'U.S.  VIRGIN ISLANDS, ALONG THE NORTH SIDE OF RUNWAY END 9, AND ABOUT
 AB9516'IN LINE WITH THE THRESHOLD LIGHTS AT THE RUNWAY END. OWNERSHIP--VIRGIN
 AB9516'ISLANDS PORT AUTHORITY, P.O.  BOX 1134, ST CROIX, U.S.  VIRGIN
 AB9516'ISLANDS.  JEFF LAWLOR IS SENIOR ENGINEER OF THE AIRPORT.  PHONE
 AB9516'809-778-1012, FAX 809-778-1033.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AB9516'THIS STATION AND TO ARRANGE FOR ESCORT IF NEEDED.  THE STATION IS A
 AB9516'STEEL REBAR SET IN THE CENTER OF A 25 CM ROUND CONCRETE POST WITH
 AB9516'50+00 INSCRIBED IN IT AND RECESSED 10 CM BELOW THE GROUND SURFACE.
 AB9516'THE STATION IS NOT STAMPED.  THE STATION IS LOCATED 38.3 M (125.7 FT)
 AB9516'NORTH OF THE NORTH EDGE OF THE RUNWAY, AND 1.5 M (4.9 FT) EAST OF THE
 AB9516'EXTENDED LINE OF THE THRESHOLD LIGHTS.  DESCRIBED BY D.G.  AUG
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0180 ***********************************************************************
 TV0180  DESIGNATION -  51197 AZ MK
 TV0180  PID         -  TV0180
 TV0180  STATE/COUNTY-  VQ/ST CROIX
 TV0180  COUNTRY     -  US
 TV0180  USGS QUAD   -  FREDERIKSTED (2013)
 TV0180
 TV0180                         *CURRENT SURVEY CONTROL
 TV0180  ______________________________________________________________________
 TV0180* NAD 83(1997) POSITION- 17 40 39.81042(N) 064 53 59.57610(W)   ADJUSTED
 TV0180* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0180  ______________________________________________________________________
 TV0180  GEOID HEIGHT    -        -41.546 (meters)                     GEOID18
 TV0180  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 TV0180  HORZ ORDER      -  THIRD
 TV0180
 TV0180.The horizontal coordinates were established by classical geodetic methods
 TV0180.and adjusted by the National Geodetic Survey in May 1997.
 TV0180
 TV0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0180
 TV0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0180.GEOID18 height accuracy estimate available here.
 TV0180
 TV0180.Click photographs - Photos may exist for this station.
 TV0180
 TV0180.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0180
 TV0180. The following values were computed from the NAD 83(1997) position.
 TV0180
 TV0180;                    North         East     Units Scale Factor Converg.
 TV0180;SPC PRVI     -   183,458.381   362,697.263   MT  1.00004064   +0 28 47.3
 TV0180;UTM  20      - 1,955,545.724   298,480.981   MT  1.00010212   -0 34 37.6
 TV0180
 TV0180:                Primary Azimuth Mark                     Grid Az
 TV0180:SPC PRVI     -  PEIRCE                                   017 08 46.4
 TV0180:UTM  20      -  PEIRCE                                   018 12 11.3
 TV0180
 TV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9848055545(NAD 83)
 TV0180
 TV0180|---------------------------------------------------------------------|
 TV0180| PID    Reference Object                     Distance      Geod. Az  |
 TV0180|                                                           dddmmss.s |
 TV0180| TV0176 PEIRCE                              APPROX. 4.2 KM 0173733.7 |
 TV0180| TV0179 SOUTHWEST CAPE LT                     1.719 METERS 17101     |
 TV0180|---------------------------------------------------------------------|
 TV0180
 TV0180                          SUPERSEDED SURVEY CONTROL
 TV0180
 TV0180  NAD 83(1993)-  17 40 39.80865(N)    064 53 59.58622(W) AD(       ) 3
 TV0180  NAD 83(1986)-  17 40 39.79199(N)    064 53 59.56175(W) AD(       ) 3
 TV0180  PR          -  17 40 46.87719(N)    064 54 01.03501(W) AD(       ) 3
 TV0180  LMSL    (07/19/86)   10.8    (m)           35.     (f) VERT ANG       
 TV0180
 TV0180.Superseded values are not recommended for survey control.
 TV0180
 TV0180.NGS no longer adjusts projects to the PR datum.
 TV0180.See file dsdata.pdf to determine how the superseded data were derived.
 TV0180
 TV0180_MARKER: X = CHISELED CROSS
 TV0180_SETTING: 0 = UNSPECIFIED SETTING
 TV0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0180
 TV0180  HISTORY     - Date     Condition        Report By
 TV0180  HISTORY     - UNK      MONUMENTED
 TV0180  HISTORY     - 1980     GOOD             NOS
 TV0180  HISTORY     - 1982     GOOD             NOS
 TV0180
 TV0180                          STATION DESCRIPTION
 TV0180
 TV0180'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0180'THE STATION WAS RECOVERED AS DESCRIBED IN DESCRIPTION FOR
 TV0180'DOPPLER STATION 51197, EXCEPT THE MARK IS 30 FEET ABOVE
 TV0180'GROUND RATHER THAN 50. AND THERE ARE NO LOCKED GATES IN REACHING
 TV0180'THE STATION.
 TV0180'
 TV0180'IT IS LOCATED ADJECENT TO THE SOUTHWEST CAPE LIGHTHOUSE. 4.2 KM
 TV0180'(2.6 MI) SOUTH-SOUTHWEST OF FREDERIKSTED.
 TV0180'
 TV0180'THE STATION IS A CROSS STAMPED IN A 15 CM STEEL PLATE WHICH
 TV0180'IS BOLTED TO THE FLOOR OF A THEODOLITE TOWER WHICH
 TV0180'IS PART OF SOUTHWEST CAPE LIGHT. THERE IS A STEEL
 TV0180'INSTRUMENT STAND PERMANENTLY LOCATED OVER THIS MARK
 TV0180'WHICH IS 1.280 METERS IN HEIGHT. THIS STRUCTURE ALSO HAS A ROOF
 TV0180'AND LOVERED WINDOWS ON ONE AND A HALF SIDES.
 TV0180'THERE IS ALSO A POLE THAT IS PLUMB TO THE MARK,
 TV0180'ON TOP OF THE ROOF (GOOD FOR ELECTRONIC NAVIGATIONAL EQUIPMENT).
 TV0180'
 TV0180'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE FLOOR OF PLATFORM.
 TV0180
 TV0180                          STATION RECOVERY (1982)
 TV0180
 TV0180'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0180'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980.
 TV0180'THE ROUTE TO THE STATION WAS BLOCKED BY LARGE PILES OF GRAVEL IN
 TV0180'THE ROAD AND THE LAST 0.2 MILES WAS WALKED. THIS WOLL PROBABLY BE
 TV0180'CLEARED AT ALATER DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7162 ***********************************************************************
 DK7162  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7162  DESIGNATION -  975 1364 A TIDAL
 DK7162  PID         -  DK7162
 DK7162  STATE/COUNTY-  VQ/ST CROIX
 DK7162  COUNTRY     -  US
 DK7162  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7162
 DK7162                         *CURRENT SURVEY CONTROL
 DK7162  ______________________________________________________________________
 DK7162* NAD 83(1986) POSITION- 17 44 51.83   (N) 064 41 54.56   (W)   HD_HELD1
 DK7162* VIVD09  ORTHO HEIGHT -     1.632 (meters)        5.35  (feet) ADJUSTED
 DK7162  ______________________________________________________________________
 DK7162  GEOID HEIGHT    -        -41.308 (meters)                     GEOID18
 DK7162  VERT ORDER      -  FIRST     CLASS II
 DK7162
 DK7162.The horizontal coordinates were determined by differentially corrected
 DK7162.hand held GPS observations or other comparable positioning techniques
 DK7162.and have an estimated accuracy of +/- 3 meters.
 DK7162
 DK7162.The orthometric height was determined by differential leveling and
 DK7162.adjusted by the NATIONAL GEODETIC SURVEY
 DK7162.in April 2012.
 DK7162
 DK7162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7162.GEOID18 height accuracy estimate available here.
 DK7162
 DK7162.This Tidal Bench Mark is designated as VM 18060
 DK7162.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7162
 DK7162.Click photographs - Photos may exist for this station.
 DK7162
 DK7162;                    North         East    Units  Estimated Accuracy
 DK7162;SPC PRVI     -   191,397.0     383,990.8     MT  (+/- 3 meters HH1 GPS) 
 DK7162
 DK7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1991763089(NAD 83)
 DK7162
 DK7162                          SUPERSEDED SURVEY CONTROL
 DK7162
 DK7162.No superseded survey control is available for this station.
 DK7162
 DK7162_MARKER: DB = BENCH MARK DISK
 DK7162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7162_SP_SET: PIER DECK
 DK7162_STAMPING: 1364 A 2006
 DK7162_MARK LOGO: NOS
 DK7162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7162
 DK7162  HISTORY     - Date     Condition        Report By
 DK7162  HISTORY     - 2006     MONUMENTED       NOS
 DK7162  HISTORY     - 20070801 GOOD             NGS
 DK7162
 DK7162                          STATION DESCRIPTION
 DK7162
 DK7162'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7162'THE MARK IS LOCATED AT THE GALLOWS BAY DOCK ON THE NORTHEAST OF
 DK7162'CHRISTIANSTED.
 DK7162'
 DK7162'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7162'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7162'HOSPITAL STREET, THENCE 0.22 MI (0.4 KM) SOUTHEAST ALONG HOSPITAL
 DK7162'STREET TO LOBSTER GARDEN STREET, THENCE 0.2 MI (0.3 KM) EAST ALONG
 DK7162'LOBSTER GARDEN STREET TO HWY.739, THENCE 400 FT (121.9 M) NORTHWEST
 DK7162'ALONG HWY.739 TO GALLOWS BAY DOCK ENTRANCE.
 DK7162'
 DK7162'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 DK7162'PIER DECK.  THE MARK IS 13.13 M (43.1 FT) NORTHEAST OF THE FIRST CLEAT
 DK7162'WEST OF THE NORTHEAST CORNER OF DOCK, 5.95 M (19.5 FT) WEST OF THE
 DK7162'AQUATRAK WELL, 1.61 M (5.3 FT) SOUTHEAST OF THE NORTH FACE OF DOCK,
 DK7162'0.5 M (1.6 FT) SOUTH OF THE NORTHERN MOST BOLLARD AND 0.31 M (1.0 FT)
 DK7162'ABOVE DOCK DECK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7161 ***********************************************************************
 DK7161  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7161  DESIGNATION -  975 1364 B TIDAL
 DK7161  PID         -  DK7161
 DK7161  STATE/COUNTY-  VQ/ST CROIX
 DK7161  COUNTRY     -  US
 DK7161  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7161
 DK7161                         *CURRENT SURVEY CONTROL
 DK7161  ______________________________________________________________________
 DK7161* NAD 83(1986) POSITION- 17 44 50.6    (N) 064 41 56.0    (W)   HD_HELD2
 DK7161* VIVD09  ORTHO HEIGHT -     1.623 (meters)        5.32  (feet) ADJUSTED
 DK7161  ______________________________________________________________________
 DK7161  GEOID HEIGHT    -        -41.306 (meters)                     GEOID18
 DK7161  VERT ORDER      -  FIRST     CLASS II
 DK7161
 DK7161.The horizontal coordinates were established by autonomous hand held GPS
 DK7161.observations and have an estimated accuracy of +/- 10 meters.
 DK7161
 DK7161.The orthometric height was determined by differential leveling and
 DK7161.adjusted by the NATIONAL GEODETIC SURVEY
 DK7161.in April 2012.
 DK7161
 DK7161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7161.GEOID18 height accuracy estimate available here.
 DK7161
 DK7161.This Tidal Bench Mark is designated as VM 18061
 DK7161.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7161
 DK7161.Click photographs - Photos may exist for this station.
 DK7161
 DK7161;                    North         East    Units  Estimated Accuracy
 DK7161;SPC PRVI     -   191,359.      383,949.      MT  (+/- 10 meters HH2 GPS)
 DK7161
 DK7161_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1987563052(NAD 83)
 DK7161
 DK7161                          SUPERSEDED SURVEY CONTROL
 DK7161
 DK7161.No superseded survey control is available for this station.
 DK7161
 DK7161_MARKER: DB = BENCH MARK DISK
 DK7161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7161_SP_SET: PIER DECK
 DK7161_STAMPING: 1364 B 2006
 DK7161_MARK LOGO: NOS
 DK7161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7161
 DK7161  HISTORY     - Date     Condition        Report By
 DK7161  HISTORY     - 2006     MONUMENTED       NOS
 DK7161  HISTORY     - 20070801 GOOD             NGS
 DK7161
 DK7161                          STATION DESCRIPTION
 DK7161
 DK7161'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7161'THE MARK IS LOCATED AT THE GALLOWS BAY DOCK ON THE NORTHEAST END OF
 DK7161'CHRISTIANSTED.
 DK7161'
 DK7161'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7161'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7161'HOSPITAL STREET, THENCE 0.22 MI (0.4 KM) SOUTHEAST ALONG HOSPITAL
 DK7161'STREET TO LOBSTER GARDEN STREET, THENCE 0.2 MI (0.3 KM) EAST ALONG
 DK7161'LOBSTER GARDEN STREET TO HWY.739, THENCE 400 FT (121.9 M) NORTHWEST
 DK7161'ALONG HWY.739 TO GALLOWS BAY DOCK ENTRANCE.
 DK7161'
 DK7161'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE PIER
 DK7161'DECK.THE MARK IS 8.79 M (28.8 FT) NORTHEAST OF THE FIFTH CLEAT ON THE
 DK7161'NORTH SIDE OF DOCK, 8.6 M (28.2 FT) SOUTHWEST OF THE FOURTH CLEAT FROM
 DK7161'NORTHEAST CORNER OF DOCK, 7.0 M (23.0 FT) NORTHWEST OF THE CENTERLINE
 DK7161'OF THE NORTHERN MOST DOCK, 0.36 M (1.2 FT) SOUTHEAST OF THE NORTH FACE
 DK7161'OF DOCK, AND 0.31 M (1.0 FT) ABOVE DECK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7160 ***********************************************************************
 DK7160  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7160  DESIGNATION -  975 1364 C TIDAL
 DK7160  PID         -  DK7160
 DK7160  STATE/COUNTY-  VQ/ST CROIX
 DK7160  COUNTRY     -  US
 DK7160  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7160
 DK7160                         *CURRENT SURVEY CONTROL
 DK7160  ______________________________________________________________________
 DK7160* NAD 83(2011) POSITION- 17 44 48.83227(N) 064 41 57.11124(W)   ADJUSTED
 DK7160* NAD 83(2011) ELLIP HT-   -39.650 (meters)        (06/27/12)   ADJUSTED
 DK7160* NAD 83(2011) EPOCH   -  2010.00
 DK7160* VIVD09  ORTHO HEIGHT -     1.658 (meters)        5.44  (feet) ADJUSTED
 DK7160  ______________________________________________________________________
 DK7160  GEOID HEIGHT    -        -41.303 (meters)                     GEOID18
 DK7160  NAD 83(2011) X  -  2,596,903.500 (meters)                     COMP
 DK7160  NAD 83(2011) Y  - -5,493,592.695 (meters)                     COMP
 DK7160  NAD 83(2011) Z  -  1,931,711.333 (meters)                     COMP
 DK7160  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 DK7160  VERT ORDER      -  FIRST     CLASS II
 DK7160
 DK7160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7160  Standards:
 DK7160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7160  -------------------------------------------------------------------
 DK7160  NETWORK    1.62   3.18           0.58   0.73   1.62     -0.01683901
 DK7160  -------------------------------------------------------------------
 DK7160  Click here for local accuracies and other accuracy information.
 DK7160
 DK7160.The horizontal coordinates were established by GPS observations
 DK7160.and adjusted by the National Geodetic Survey in June 2012.
 DK7160
 DK7160.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7160.been affixed to the stable North American tectonic plate. See 
 DK7160.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7160
 DK7160.The horizontal coordinates are valid at the epoch date displayed above
 DK7160.which is a decimal equivalence of Year/Month/Day.
 DK7160
 DK7160.The orthometric height was determined by differential leveling and
 DK7160.adjusted by the NATIONAL GEODETIC SURVEY
 DK7160.in April 2012.
 DK7160
 DK7160.No vertical observational check was made to the station.
 DK7160
 DK7160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7160.GEOID18 height accuracy estimate available here.
 DK7160
 DK7160.This Tidal Bench Mark is designated as VM 18062
 DK7160.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7160
 DK7160.Click photographs - Photos may exist for this station.
 DK7160
 DK7160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7160
 DK7160.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7160
 DK7160.The ellipsoidal height was determined by GPS observations
 DK7160.and is referenced to NAD 83.
 DK7160
 DK7160. The following values were computed from the NAD 83(2011) position.
 DK7160
 DK7160;                    North         East     Units Scale Factor Converg.
 DK7160;SPC PRVI     -   191,304.117   383,916.558   MT  1.00002974   +0 32 33.3
 DK7160;UTM  20      - 1,962,998.125   319,841.969   MT  1.00000130   -0 31 05.1
 DK7160
 DK7160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7160!SPC PRVI     -   1.00000623  x   1.00002974  =   1.00003597
 DK7160!UTM  20      -   1.00000623  x   1.00000130  =   1.00000753
 DK7160
 DK7160_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1984162998(NAD 83)
 DK7160
 DK7160                          SUPERSEDED SURVEY CONTROL
 DK7160
 DK7160  NAD 83(2007)-  17 44 48.83124(N)    064 41 57.11623(W) AD(2002.00) B
 DK7160  ELLIP H (01/22/10)  -39.670  (m)                       GP(2002.00) 5 1
 DK7160
 DK7160.Superseded values are not recommended for survey control.
 DK7160
 DK7160.NGS no longer adjusts projects to the PR datum.
 DK7160.See file dsdata.pdf to determine how the superseded data were derived.
 DK7160
 DK7160_MARKER: DB = BENCH MARK DISK
 DK7160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7160_SP_SET: PIER DECK
 DK7160_STAMPING: 1364 C 2006
 DK7160_MARK LOGO: NOS
 DK7160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7160
 DK7160  HISTORY     - Date     Condition        Report By
 DK7160  HISTORY     - 2006     MONUMENTED       NOS
 DK7160  HISTORY     - 20070801 GOOD             NGS
 DK7160
 DK7160                          STATION DESCRIPTION
 DK7160
 DK7160'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7160'THE MARK IS LOCATED AT THE GALLOWS BAY DOCK ON THE NORTHEAST OF
 DK7160'CHRISTIANSTED.
 DK7160'
 DK7160'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7160'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7160'HOSPITAL STREET, THENCE 0.22 MI (0.4 KM) SOUTHEAST ALONG HOSPITAL
 DK7160'STREET TO LOBSTER GARDEN STREET, THENCE 0.2 MI (0.3 KM) EAST ALONG
 DK7160'LOBSTER GARDEN STREET TO HWY.739, THENCE 400 FT (121.9 M) NORTHWEST
 DK7160'ALONG HWY.739 TO GALLOWS BAY DOCK ENTRANCE.
 DK7160'
 DK7160'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 DK7160'PIER DECK.THE MARK IS 7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF
 DK7160'NORTHERN MOST PIER, 5.13 M (16.8 FT) SOUTHWEST OF THE WESTERN MOST
 DK7160'LIGHT POLE NEAR SOUTHWEST CORNER OF NORTH PIER, 2.15 M (7.1 FT)
 DK7160'NORTHEAST OF THE WEST END OF NORTH PIER, 1.07 M (3.5 FT) EAST OF THE
 DK7160'BOLLARD ON THE SOUTHWEST CORNER OF THE NORTH PIER AND 0.13 M (0.4 FT)
 DK7160'ABOVE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7163 ***********************************************************************
 DK7163  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7163  DESIGNATION -  975 1364 D TIDAL
 DK7163  PID         -  DK7163
 DK7163  STATE/COUNTY-  VQ/ST CROIX
 DK7163  COUNTRY     -  US
 DK7163  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7163
 DK7163                         *CURRENT SURVEY CONTROL
 DK7163  ______________________________________________________________________
 DK7163* NAD 83(1986) POSITION- 17 44 49.6    (N) 064 41 53.4    (W)   HD_HELD2
 DK7163* VIVD09  ORTHO HEIGHT -     0.726 (meters)        2.38  (feet) ADJUSTED
 DK7163  ______________________________________________________________________
 DK7163  GEOID HEIGHT    -        -41.302 (meters)                     GEOID18
 DK7163  VERT ORDER      -  FIRST     CLASS II
 DK7163
 DK7163.The horizontal coordinates were established by autonomous hand held GPS
 DK7163.observations and have an estimated accuracy of +/- 10 meters.
 DK7163
 DK7163.The orthometric height was determined by differential leveling and
 DK7163.adjusted by the NATIONAL GEODETIC SURVEY
 DK7163.in April 2012.
 DK7163
 DK7163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7163.GEOID18 height accuracy estimate available here.
 DK7163
 DK7163.This Tidal Bench Mark is designated as VM 18063
 DK7163.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7163
 DK7163.Click photographs - Photos may exist for this station.
 DK7163
 DK7163;                    North         East    Units  Estimated Accuracy
 DK7163;SPC PRVI     -   191,329.      384,026.      MT  (+/- 10 meters HH2 GPS)
 DK7163
 DK7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1995163020(NAD 83)
 DK7163
 DK7163                          SUPERSEDED SURVEY CONTROL
 DK7163
 DK7163.No superseded survey control is available for this station.
 DK7163
 DK7163_MARKER: DB = BENCH MARK DISK
 DK7163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7163_SP_SET: PIER DECK
 DK7163_STAMPING: 1364 D 2006
 DK7163_MARK LOGO: NOS
 DK7163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7163+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7163
 DK7163  HISTORY     - Date     Condition        Report By
 DK7163  HISTORY     - 2006     MONUMENTED       NOS
 DK7163  HISTORY     - 20070801 GOOD             NGS
 DK7163
 DK7163                          STATION DESCRIPTION
 DK7163
 DK7163'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7163'THE MARK IS LOCATED AT THE GALLOWS BAY DOCK ON THE NORTHEAST OF
 DK7163'CHRISTIANSTED.
 DK7163'
 DK7163'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7163'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7163'HOSPITAL STREET, THENCE 0.22 MI (0.4 KM) SOUTHEAST ALONG HOSPITAL
 DK7163'STREET TO LOBSTER GARDEN STREET, THENCE 0.2 MI (0.3 KM) EAST ALONG
 DK7163'LOBSTER GARDEN STREET TO HWY.739, THENCE 400 FT (121.9 M) NORTHWEST
 DK7163'ALONG HWY.739 TO GALLOWS BAY DOCK ENTRANCE.
 DK7163'
 DK7163'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE PIER
 DK7163'DECK.THE MARK IS 23.65 M (77.6 FT) SOUTHWEST OF THE WEST WAREHOUSE,
 DK7163'4.46 M (14.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF A CONCRETE
 DK7163'LOADING RAMP, 0.3 M (1.0 FT) NORTHEAST OF THE WEST FACE OF THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7157 ***********************************************************************
 DK7157  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7157  DESIGNATION -  975 1364 E
 DK7157  PID         -  DK7157
 DK7157  STATE/COUNTY-  VQ/ST CROIX
 DK7157  COUNTRY     -  US
 DK7157  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7157
 DK7157                         *CURRENT SURVEY CONTROL
 DK7157  ______________________________________________________________________
 DK7157* NAD 83(1986) POSITION- 17 44 47.20   (N) 064 41 52.83   (W)   HD_HELD1
 DK7157* VIVD09  ORTHO HEIGHT -     0.891 (meters)        2.92  (feet) ADJUSTED
 DK7157  ______________________________________________________________________
 DK7157  GEOID HEIGHT    -        -41.296 (meters)                     GEOID18
 DK7157  VERT ORDER      -  FIRST     CLASS II
 DK7157
 DK7157.The horizontal coordinates were determined by differentially corrected
 DK7157.hand held GPS observations or other comparable positioning techniques
 DK7157.and have an estimated accuracy of +/- 3 meters.
 DK7157
 DK7157.The orthometric height was determined by differential leveling and
 DK7157.adjusted by the NATIONAL GEODETIC SURVEY
 DK7157.in April 2012.
 DK7157
 DK7157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7157.GEOID18 height accuracy estimate available here.
 DK7157
 DK7157.This Tidal Bench Mark is designated as VM 18064
 DK7157.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7157
 DK7157.Click photographs - Photos may exist for this station.
 DK7157
 DK7157;                    North         East    Units  Estimated Accuracy
 DK7157;SPC PRVI     -   191,255.1     384,043.2     MT  (+/- 3 meters HH1 GPS) 
 DK7157
 DK7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1996762946(NAD 83)
 DK7157
 DK7157                          SUPERSEDED SURVEY CONTROL
 DK7157
 DK7157.No superseded survey control is available for this station.
 DK7157
 DK7157_MARKER: DJ = TIDAL STATION DISK
 DK7157_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7157_SP_SET: LAMP BASE
 DK7157_STAMPING: 1364 E 2006
 DK7157_MARK LOGO: NOS
 DK7157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7157+STABILITY: SURFACE MOTION
 DK7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7157+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7157
 DK7157  HISTORY     - Date     Condition        Report By
 DK7157  HISTORY     - 2006     MONUMENTED       NOS
 DK7157  HISTORY     - 20070801 GOOD             NGS
 DK7157
 DK7157                          STATION DESCRIPTION
 DK7157
 DK7157'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7157'THE MARK IS LOCATED AT THE GALLOWS BAY DOCK ON THE NORTHEAST OF
 DK7157'CHRISTIANSTED.
 DK7157'
 DK7157'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7157'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7157'HOSPITAL STREET, THENCE 0.22 MI (0.4 KM) SOUTHEAST ALONG HOSPITAL
 DK7157'STREET TO LOBSTER GARDEN STREET, THENCE 0.2 MI (0.3 KM) EAST ALONG
 DK7157'LOBSTER GARDEN STREET TO HWY.739, THENCE 400 FT (121.9 M) NORTHWEST
 DK7157'ALONG HWY.739 TO GALLOWS BAY DOCK ENTRANCE.
 DK7157'
 DK7157'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 DK7157'LAMP BASE.THE MARK IS 28.44 M (93.3 FT) WEST-SOUTHWEST OF THE FENCE ON
 DK7157'THE EAST SIDE OF PROPERTY, 0.65 M NORTHEAST OF THE FENCE, 0.50 M (1.6
 DK7157'FT) NORTHWEST OF LIGHT POLE, 0.40 M (1.3 FT) ABOVE DOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7164 ***********************************************************************
 DK7164  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7164  DESIGNATION -  975 1364 G TIDAL
 DK7164  PID         -  DK7164
 DK7164  STATE/COUNTY-  VQ/ST CROIX
 DK7164  COUNTRY     -  US
 DK7164  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7164
 DK7164                         *CURRENT SURVEY CONTROL
 DK7164  ______________________________________________________________________
 DK7164* NAD 83(1986) POSITION- 17 44 46.9    (N) 064 42 10.1    (W)   HD_HELD2
 DK7164* VIVD09  ORTHO HEIGHT -     3.105 (meters)       10.19  (feet) ADJUSTED
 DK7164  ______________________________________________________________________
 DK7164  GEOID HEIGHT    -        -41.307 (meters)                     GEOID18
 DK7164  VERT ORDER      -  FIRST     CLASS II
 DK7164
 DK7164.The horizontal coordinates were established by autonomous hand held GPS
 DK7164.observations and have an estimated accuracy of +/- 10 meters.
 DK7164
 DK7164.The orthometric height was determined by differential leveling and
 DK7164.adjusted by the NATIONAL GEODETIC SURVEY
 DK7164.in April 2012.
 DK7164
 DK7164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7164.GEOID18 height accuracy estimate available here.
 DK7164
 DK7164.This Tidal Bench Mark is designated as VM 15047
 DK7164.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7164
 DK7164.Click photographs - Photos may exist for this station.
 DK7164
 DK7164;                    North         East    Units  Estimated Accuracy
 DK7164;SPC PRVI     -   191,241.      383,534.      MT  (+/- 10 meters HH2 GPS)
 DK7164
 DK7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1945862942(NAD 83)
 DK7164
 DK7164                          SUPERSEDED SURVEY CONTROL
 DK7164
 DK7164.No superseded survey control is available for this station.
 DK7164
 DK7164_MARKER: DJ = TIDAL STATION DISK
 DK7164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7164_SP_SET: SIDEWALK
 DK7164_STAMPING: 1364 G 1977
 DK7164_MARK LOGO: NOS
 DK7164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7164+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2024
 DK7164
 DK7164  HISTORY     - Date     Condition        Report By
 DK7164  HISTORY     - 1977     MONUMENTED       NOS
 DK7164  HISTORY     - 20070801 GOOD             NGS
 DK7164  HISTORY     - 20240515 GOOD             CIVIC
 DK7164
 DK7164                          STATION DESCRIPTION
 DK7164
 DK7164'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7164'THE MARK IS LOCATED AT OLD POST OFFICE IN CHRISTIANSTED.
 DK7164'
 DK7164'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.75
 DK7164'AND HWY.70, TRAVEL 0.64 MI (1.0 KM) ALONG HWY.75(KING STREET) TO
 DK7164'CHURCH STREET, THENCE 240 FT (73.2 M) SOUTHEAST ALONG CHURCH STREET TO
 DK7164'THE MARK ON LEFT AT OLD POST OFFICE.
 DK7164'
 DK7164'THE MARK IS A NOS BENCH MARK DISK SET IN A DRILL HOLE IN THE SIDEWALK
 DK7164'CORNER AT THE BUILDING AND ENTRANCE STEP.THE MARK IS 17.83 M (58.5 FT)
 DK7164'NORTH OF THE NORTHEAST CORNER OF CHURCH AND COMPANY STREET, 3.66 M
 DK7164'(12.0 FT) EAST OF CENTERLINE OF CHURCH STREET, 0.3 M (1.0 FT) WEST OF
 DK7164'THE ENTRANCE TO THE POST OFFICE.
 DK7164
 DK7164                          STATION RECOVERY (2024)
 DK7164
 DK7164'RECOVERY NOTE BY CIVIC ENGINEERING AND IT, INC 2024 (CO)
 DK7164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7159 ***********************************************************************
 DK7159  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7159  DESIGNATION -  975 1364 TIDAL 3
 DK7159  PID         -  DK7159
 DK7159  STATE/COUNTY-  VQ/ST CROIX
 DK7159  COUNTRY     -  US
 DK7159  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7159
 DK7159                         *CURRENT SURVEY CONTROL
 DK7159  ______________________________________________________________________
 DK7159* NAD 83(1986) POSITION- 17 44 48.6    (N) 064 42 17.6    (W)   HD_HELD2
 DK7159* VIVD09  ORTHO HEIGHT -     1.215 (meters)        3.99  (feet) ADJUSTED
 DK7159  ______________________________________________________________________
 DK7159  GEOID HEIGHT    -        -41.316 (meters)                     GEOID18
 DK7159  VERT ORDER      -  FIRST     CLASS II
 DK7159
 DK7159.The horizontal coordinates were established by autonomous hand held GPS
 DK7159.observations and have an estimated accuracy of +/- 10 meters.
 DK7159
 DK7159.The orthometric height was determined by differential leveling and
 DK7159.adjusted by the NATIONAL GEODETIC SURVEY
 DK7159.in April 2012.
 DK7159
 DK7159.No vertical observational check was made to the station.
 DK7159
 DK7159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7159.GEOID18 height accuracy estimate available here.
 DK7159
 DK7159.This Tidal Bench Mark is designated as VM 15043
 DK7159.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7159
 DK7159.Click photographs - Photos may exist for this station.
 DK7159
 DK7159;                    North         East    Units  Estimated Accuracy
 DK7159;SPC PRVI     -   191,291.      383,313.      MT  (+/- 10 meters HH2 GPS)
 DK7159
 DK7159_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1923862996(NAD 83)
 DK7159
 DK7159                          SUPERSEDED SURVEY CONTROL
 DK7159
 DK7159.No superseded survey control is available for this station.
 DK7159
 DK7159_MARKER: DJ = TIDAL STATION DISK
 DK7159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7159_SP_SET: FOUNDATION
 DK7159_STAMPING: NO 3 1974
 DK7159_MARK LOGO: NOS
 DK7159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7159+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2023
 DK7159
 DK7159  HISTORY     - Date     Condition        Report By
 DK7159  HISTORY     - 1974     MONUMENTED       NOS
 DK7159  HISTORY     - 20070801 GOOD             NGS
 DK7159  HISTORY     - 20230407 GOOD             FLDT
 DK7159
 DK7159                          STATION DESCRIPTION
 DK7159
 DK7159'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DK7159'THE MARK IS LOCATED AT THE INTERSECTION OF QUEENS CROSS AND STRAND
 DK7159'STREETS.
 DK7159'
 DK7159'TO REACH FROM THE POLICE STATION AT THE JUNCTION OF HWY.75 AND 70,
 DK7159'TRAVEL EAST ALONG HWY.75 FOR 0.56 MI (0.9 KM) TO QUEENS CROSS STREET,
 DK7159'THENCE ALONG QUEENS CROSS STREET FOR 0.1 MI (0.2 KM) TO MARK ON LEFT.
 DK7159'
 DK7159'THE MARK IS A STANDARD NOS DISK SET IN A DRILL HOLE IN THE
 DK7159'FOUNDATION.THE MARK IS 57.3 M (188.0 FT) NORTHWEST OF THE CENTERLINE
 DK7159'OF STRAND STREET, 11.52 M (37.8 FT) SOUTH OF A UTILITY POLE, 5.0 M
 DK7159'(16.4 FT) WEST OF THE CENTERLINE OF QUEENS CROSS STREET.
 DK7159
 DK7159                          STATION RECOVERY (2023)
 DK7159
 DK7159'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2023 (MH)
 DK7159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7158 ***********************************************************************
 DK7158  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7158  DESIGNATION -  975 1364 TIDAL 4
 DK7158  PID         -  DK7158
 DK7158  STATE/COUNTY-  VQ/ST CROIX
 DK7158  COUNTRY     -  US
 DK7158  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7158
 DK7158                         *CURRENT SURVEY CONTROL
 DK7158  ______________________________________________________________________
 DK7158* NAD 83(1986) POSITION- 17 44 47.3    (N) 064 42 16.6    (W)   HD_HELD2
 DK7158* VIVD09  ORTHO HEIGHT -     2.643 (meters)        8.67  (feet) ADJUSTED
 DK7158  ______________________________________________________________________
 DK7158  GEOID HEIGHT    -        -41.312 (meters)                     GEOID18
 DK7158  VERT ORDER      -  FIRST     CLASS II
 DK7158
 DK7158.The horizontal coordinates were established by autonomous hand held GPS
 DK7158.observations and have an estimated accuracy of +/- 10 meters.
 DK7158
 DK7158.The orthometric height was determined by differential leveling and
 DK7158.adjusted by the NATIONAL GEODETIC SURVEY
 DK7158.in April 2012.
 DK7158
 DK7158.No vertical observational check was made to the station.
 DK7158
 DK7158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7158.GEOID18 height accuracy estimate available here.
 DK7158
 DK7158.This Tidal Bench Mark is designated as VM 15044
 DK7158.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7158
 DK7158.Click photographs - Photos may exist for this station.
 DK7158
 DK7158;                    North         East    Units  Estimated Accuracy
 DK7158;SPC PRVI     -   191,252.      383,343.      MT  (+/- 10 meters HH2 GPS)
 DK7158
 DK7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1926762956(NAD 83)
 DK7158
 DK7158                          SUPERSEDED SURVEY CONTROL
 DK7158
 DK7158.No superseded survey control is available for this station.
 DK7158
 DK7158_MARKER: DJ = TIDAL STATION DISK
 DK7158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7158_SP_SET: FOUNDATION
 DK7158_STAMPING: NO 4 1974
 DK7158_MARK LOGO: NOS
 DK7158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7158+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7158
 DK7158  HISTORY     - Date     Condition        Report By
 DK7158  HISTORY     - 1974     MONUMENTED       NOS
 DK7158  HISTORY     - 20070801 GOOD             NGS
 DK7158
 DK7158                          STATION DESCRIPTION
 DK7158
 DK7158'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DK7158'THE MARK IS LOCATED AT THE INTERSECTION OF QUEENS CROSS AND STRAND
 DK7158'STREETS.
 DK7158'
 DK7158'TO REACH FROM THE POLICE STATION AT THE JUNCTION OF HWY.75 AND 70,
 DK7158'TRAVEL EAST ALONG HWY.75 FOR 0.56 MI (0.9 KM) TO QUEENS CROSS STREET,
 DK7158'THENCE ALONG QUEENS CROSS STREET FOR 300 FT (91.4 M) TO MARK ON LEFT
 DK7158'BEHIND 2 MAIL BOXES.
 DK7158'
 DK7158'THE MARK IS A STANDARD NOS DISK SET IN A DRILL HOLE IN THE
 DK7158'FOUNDATION.THE MARK IS 11.2 M (36.7 FT) NORTH OF STRAND STREET, 6.68 M
 DK7158'(21.9 FT) WEST OF THE CENTERLINE OF QUEENS CROSS STREET, 0.55
 DK7158'NORTHEAST OF BUILDING, 0.4 M (1.3 FT) ABOVE QUEENS CROSS STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3638 ***********************************************************************
 DL3638  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3638  DESIGNATION -  975 1381 2
 DL3638  PID         -  DL3638
 DL3638  STATE/COUNTY-  VQ/ST JOHN
 DL3638  COUNTRY     -  US
 DL3638  USGS QUAD   -  CORAL BAY (2013)
 DL3638
 DL3638                         *CURRENT SURVEY CONTROL
 DL3638  ______________________________________________________________________
 DL3638* NAD 83(1986) POSITION- 18 19 04.0    (N) 064 43 26.6    (W)   HD_HELD2
 DL3638* VIVD09  ORTHO HEIGHT -     0.564 (meters)        1.85  (feet) ADJUSTED
 DL3638  ______________________________________________________________________
 DL3638  GEOID HEIGHT    -        -42.241 (meters)                     GEOID18
 DL3638  VERT ORDER      -  FIRST     CLASS II
 DL3638
 DL3638.The horizontal coordinates were established by autonomous hand held GPS
 DL3638.observations and have an estimated accuracy of +/- 10 meters.
 DL3638
 DL3638.The orthometric height was determined by differential leveling and
 DL3638.adjusted by the NATIONAL GEODETIC SURVEY
 DL3638.in April 2012.
 DL3638
 DL3638.No vertical observational check was made to the station.
 DL3638
 DL3638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3638.GEOID18 height accuracy estimate available here.
 DL3638
 DL3638.This Tidal Bench Mark is designated as VM 15008
 DL3638.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3638
 DL3638.Click photographs - Photos may exist for this station.
 DL3638
 DL3638;                    North         East    Units  Estimated Accuracy
 DL3638;SPC PRVI     -   254,462.      380,690.      MT  (+/- 10 meters HH2 GPS)
 DL3638
 DL3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1779426205(NAD 83)
 DL3638
 DL3638                          SUPERSEDED SURVEY CONTROL
 DL3638
 DL3638.No superseded survey control is available for this station.
 DL3638
 DL3638_MARKER: DB = BENCH MARK DISK
 DL3638_SETTING: 66 = SET IN ROCK OUTCROP
 DL3638_STAMPING: BM 2 1967
 DL3638_MARK LOGO: CGS
 DL3638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3638+STABILITY: POSITION/ELEVATION WELL
 DL3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3638+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3638
 DL3638  HISTORY     - Date     Condition        Report By
 DL3638  HISTORY     - 1967     MONUMENTED       CGS
 DL3638  HISTORY     - 20080415 GOOD             NGS
 DL3638
 DL3638                          STATION DESCRIPTION
 DL3638
 DL3638'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3638'THE STATION IS LOCATED WITHIN THE VIRGIN ISLANDS NATIONAL PARK, AT THE
 DL3638'VIRGIN ISLANDS ENVIRONMENTAL RESOURCE STATION (VIERS), TROPICAL
 DL3638'RESEARCH LABORATORY PROPERTY AT LAMESHUR BAY.
 DL3638'
 DL3638'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3638'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3638'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3638'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3638'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3638'NORTHWESTERLY FOR 5.4 MI (8.7 KM) ON HIGHWAY 107 TO A ROAD LEFT.  TURN
 DL3638'LEFT AND GO SOUTHERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE FISH
 DL3638'LABORATORY, TIDE STATION AND STATION ON RIGHT.
 DL3638'
 DL3638'IT IS SET IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP, 52.3 M (171.6
 DL3638'FT) SOUTH-SOUTHEAST FROM STATION 975 1381 A, 47.3 M (155.2 FT) SOUTH
 DL3638'FROM THE TIDE GAUGE AND 26.5 M (86.9 FT) SOUTH-SOUTHEAST FROM STATION
 DL3638'975 1381 C.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3635 ***********************************************************************
 DL3635  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3635  DESIGNATION -  975 1381 5
 DL3635  PID         -  DL3635
 DL3635  STATE/COUNTY-  VQ/ST JOHN
 DL3635  COUNTRY     -  US
 DL3635  USGS QUAD   -  CORAL BAY (2013)
 DL3635
 DL3635                         *CURRENT SURVEY CONTROL
 DL3635  ______________________________________________________________________
 DL3635* NAD 83(1986) POSITION- 18 19 06.4    (N) 064 43 28.1    (W)   HD_HELD2
 DL3635* VIVD09  ORTHO HEIGHT -     1.959 (meters)        6.43  (feet) ADJUSTED
 DL3635  ______________________________________________________________________
 DL3635  GEOID HEIGHT    -        -42.239 (meters)                     GEOID18
 DL3635  VERT ORDER      -  FIRST     CLASS II
 DL3635
 DL3635.The horizontal coordinates were established by autonomous hand held GPS
 DL3635.observations and have an estimated accuracy of +/- 10 meters.
 DL3635
 DL3635.The orthometric height was determined by differential leveling and
 DL3635.adjusted by the NATIONAL GEODETIC SURVEY
 DL3635.in April 2012.
 DL3635
 DL3635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3635.GEOID18 height accuracy estimate available here.
 DL3635
 DL3635.This Tidal Bench Mark is designated as VM 15011
 DL3635.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3635
 DL3635.Click photographs - Photos may exist for this station.
 DL3635
 DL3635;                    North         East    Units  Estimated Accuracy
 DL3635;SPC PRVI     -   254,536.      380,646.      MT  (+/- 10 meters HH2 GPS)
 DL3635
 DL3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1775126279(NAD 83)
 DL3635
 DL3635                          SUPERSEDED SURVEY CONTROL
 DL3635
 DL3635.No superseded survey control is available for this station.
 DL3635
 DL3635_MARKER: DJ = TIDAL STATION DISK
 DL3635_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3635_SP_SET: SIDEWALK
 DL3635_STAMPING: N0 5 1972
 DL3635_MARK LOGO: NOS
 DL3635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3635+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3635
 DL3635  HISTORY     - Date     Condition        Report By
 DL3635  HISTORY     - 1972     MONUMENTED       NOS
 DL3635  HISTORY     - 20080415 GOOD             NGS
 DL3635
 DL3635                          STATION DESCRIPTION
 DL3635
 DL3635'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3635'THE STATION IS LOCATED WITHIN THE VIRGIN ISLANDS NATIONAL PARK, AT THE
 DL3635'VIRGIN ISLANDS ENVIRONMENTAL RESOURCE STATION (VIERS), TROPICAL
 DL3635'RESEARCH LABORATORY PROPERTY AT LAMESHUR BAY.
 DL3635'
 DL3635'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3635'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3635'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3635'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3635'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3635'NORTHWESTERLY FOR 5.4 MI (8.7 KM) ON HIGHWAY 107 TO A ROAD LEFT.  TURN
 DL3635'LEFT AND GO SOUTHERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE FISH
 DL3635'LABORATORY, TIDE GAUGE SITE AND THE STATION ON LEFT.
 DL3635'
 DL3635'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE SIDEWALK AT THE
 DL3635'SOUTH CORNER OF FISH LABORATORY BUILDING, 5.1 M (16.7 FT) SOUTH FROM
 DL3635'THE CENTER OF THE MAIN ENTRANCE DOOR, 1.8 M (5.9 FT) NORTHEAST FROM
 DL3635'THE CENTER OF GRAVEL ROAD, 1.5 M (4.9 FT) WEST FROM THE SOUTHWEST
 DL3635'CORNER OF BUILDING AND 0.7 M (2.3 FT) NORTHWEST FROM THE SOUTHEAST
 DL3635'EDGE OF SIDEWALK.
 DL3635'
 DL3635'NOTE--VEHICLE TRAFFIC HAS CRACKED SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3636 ***********************************************************************
 DL3636  DATUM ORIG  -  This is a Vertical Datum Origin Point.
 DL3636  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3636  DESIGNATION -  975 1381 A
 DL3636  PID         -  DL3636
 DL3636  STATE/COUNTY-  VQ/ST JOHN
 DL3636  COUNTRY     -  US
 DL3636  USGS QUAD   -  CORAL BAY (2013)
 DL3636
 DL3636                         *CURRENT SURVEY CONTROL
 DL3636  ______________________________________________________________________
 DL3636* NAD 83(1986) POSITION- 18 19 05.64   (N) 064 43 27.53   (W)   HD_HELD1
 DL3636* VIVD09  ORTHO HEIGHT -     1.079 (meters)        3.54  (feet) ADJUSTED
 DL3636  ______________________________________________________________________
 DL3636  GEOID HEIGHT    -        -42.240 (meters)                     GEOID18
 DL3636  VERT ORDER      -  FIRST     CLASS II
 DL3636
 DL3636.The horizontal coordinates were determined by differentially corrected
 DL3636.hand held GPS observations or other comparable positioning techniques
 DL3636.and have an estimated accuracy of +/- 3 meters.
 DL3636
 DL3636.The orthometric height was determined by differential leveling and
 DL3636.adjusted by the NATIONAL GEODETIC SURVEY
 DL3636.in April 2012.
 DL3636
 DL3636.No vertical observational check was made to the station.
 DL3636
 DL3636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3636.GEOID18 height accuracy estimate available here.
 DL3636
 DL3636.The datum origin mark is the primary tidal bench mark designated '975 
 DL3636.1381 A' that is identified by 'VM# 18179' by NOS Center for Operational 
 DL3636.Oceanographic Products and Services (CO-OPS). The mark is found along 
 DL3636.Lameshur Bay on St. John Island in the U.S. Virgin Islands as part of 
 DL3636.the National Water Levels Observation Network (NWLON) designated 
 DL3636.9751381. The Local Mean Sea Level (LMSL) height of 1.079 meters for 
 DL3636.this mark originated from the 1983-2001 National Tidal Datum Epoch 
 DL3636.(NTDE) in April 2003. NGS adopted the mark's LMSL height as the datum 
 DL3636.origin point for the United States Virgin Islands Vertical Datum 
 DL3636.(VIVD09) on the island of St. John, from which all heights on the 
 DL3636.island originate. 
 DL3636
 DL3636.Information on the Tidal Bench Mark designated as VM 18179 and its datum origin
 DL3636.point is located at CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3636
 DL3636.Click photographs - Photos may exist for this station.
 DL3636
 DL3636;                    North         East    Units  Estimated Accuracy
 DL3636;SPC PRVI     -   254,512.4     380,662.7     MT  (+/- 3 meters HH1 GPS) 
 DL3636
 DL3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1776726256(NAD 83)
 DL3636
 DL3636                          SUPERSEDED SURVEY CONTROL
 DL3636
 DL3636.No superseded survey control is available for this station.
 DL3636
 DL3636_MARKER: DJ = TIDAL STATION DISK
 DL3636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3636_SP_SET: SLAB
 DL3636_STAMPING: 1381 A 2006
 DL3636_MARK LOGO: NOS
 DL3636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3636+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3636
 DL3636  HISTORY     - Date     Condition        Report By
 DL3636  HISTORY     - 2006     MONUMENTED       NOS
 DL3636  HISTORY     - 20080415 GOOD             NGS
 DL3636
 DL3636                          STATION DESCRIPTION
 DL3636
 DL3636'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3636'THE STATION IS LOCATED WITHIN THE VIRGIN ISLANDS NATIONAL PARK, AT THE
 DL3636'VIRGIN ISLANDS ENVIRONMENTAL RESOURCE STATION (VIERS), TROPICAL
 DL3636'RESEARCH LABORATORY PROPERTY AT LAMESHUR BAY.
 DL3636'
 DL3636'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3636'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3636'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3636'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3636'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3636'NORTHWESTERLY FOR 5.4 MI (8.7 KM) ON HIGHWAY 107 TO A ROAD LEFT.  TURN
 DL3636'LEFT AND GO SOUTHERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE FISH
 DL3636'LABORATORY, TIDE GAUGE SITE AND THE STATION ON RIGHT.
 DL3636'
 DL3636'IT IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF
 DL3636'CONCRETE SLAB WITH SIGN, 26.4 M (86.6 FT) SOUTH-SOUTHEAST FROM THE
 DL3636'SOUTHEAST CORNER OF THE FISH LABORATORY, 13.7 M (44.9 FT)
 DL3636'WEST-NORTHWEST FROM THE TIDE GAUGE, 1.4 M (4.6 FT) NORTHEAST FROM THE
 DL3636'NORTHEAST CORNER OF THE CONCRETE SLAB FOR TIDE STATION HOUSING, 0.2 M
 DL3636'(0.7 FT) WEST FROM THE EAST EDGE OF SLAB AND 0.2 M (0.7 FT) NORTH FROM
 DL3636'THE SOUTH EDGE OF SLAB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3634 ***********************************************************************
 DL3634  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3634  DESIGNATION -  975 1381 B
 DL3634  PID         -  DL3634
 DL3634  STATE/COUNTY-  VQ/ST JOHN
 DL3634  COUNTRY     -  US
 DL3634  USGS QUAD   -  CORAL BAY (2013)
 DL3634
 DL3634                         *CURRENT SURVEY CONTROL
 DL3634  ______________________________________________________________________
 DL3634* NAD 83(1986) POSITION- 18 19 07.3    (N) 064 43 29.0    (W)   HD_HELD2
 DL3634* VIVD09  ORTHO HEIGHT -     2.666 (meters)        8.75  (feet) ADJUSTED
 DL3634  ______________________________________________________________________
 DL3634  GEOID HEIGHT    -        -42.238 (meters)                     GEOID18
 DL3634  VERT ORDER      -  FIRST     CLASS II
 DL3634
 DL3634.The horizontal coordinates were established by autonomous hand held GPS
 DL3634.observations and have an estimated accuracy of +/- 10 meters.
 DL3634
 DL3634.The orthometric height was determined by differential leveling and
 DL3634.adjusted by the NATIONAL GEODETIC SURVEY
 DL3634.in April 2012.
 DL3634
 DL3634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3634.GEOID18 height accuracy estimate available here.
 DL3634
 DL3634.This Tidal Bench Mark is designated as VM 18180
 DL3634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3634
 DL3634.Click photographs - Photos may exist for this station.
 DL3634
 DL3634;                    North         East    Units  Estimated Accuracy
 DL3634;SPC PRVI     -   254,563.      380,619.      MT  (+/- 10 meters HH2 GPS)
 DL3634
 DL3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1772426307(NAD 83)
 DL3634
 DL3634                          SUPERSEDED SURVEY CONTROL
 DL3634
 DL3634.No superseded survey control is available for this station.
 DL3634
 DL3634_MARKER: DJ = TIDAL STATION DISK
 DL3634_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3634_SP_SET: SLAB
 DL3634_STAMPING: 1381 B 2006
 DL3634_MARK LOGO: NGS
 DL3634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3634+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3634
 DL3634  HISTORY     - Date     Condition        Report By
 DL3634  HISTORY     - 2006     MONUMENTED       NOS
 DL3634  HISTORY     - 20080415 GOOD             NGS
 DL3634
 DL3634                          STATION DESCRIPTION
 DL3634
 DL3634'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3634'THE STATION IS LOCATED WITHIN THE VIRGIN ISLANDS NATIONAL PARK, AT THE
 DL3634'VIRGIN ISLANDS ENVIRONMENTAL RESOURCE STATION (VIERS), TROPICAL
 DL3634'RESEARCH LABORATORY PROPERTY AT LAMESHUR BAY.
 DL3634'
 DL3634'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3634'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3634'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3634'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3634'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3634'NORTHWESTERLY FOR 5.4 MI (8.7 KM) ON HIGHWAY 107 TO A ROAD LEFT.  TURN
 DL3634'LEFT AND GO SOUTHERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE FISH
 DL3634'LABORATORY, TIDE GAUGE SITE AND THE STATION ON LEFT.
 DL3634'
 DL3634'IT IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER OF A
 DL3634'CONCRETE SLAB, 21.5 M (70.5 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 DL3634'FISH LABORATORY, 2.1 M (6.9 FT) EAST FROM THE CENTER OF THE DIRT ROAD,
 DL3634'2.1 M (6.9 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE WITH METER, 0.2 M
 DL3634'(0.7 FT) EAST FROM THE WEST EDGE OF CONCRETE SLAB, 0.2 M (0.7 FT)
 DL3634'SOUTHEAST FROM THE SOUTHEAST CORNER OF TRANSFORMER AND 0.1 M (0.3 FT)
 DL3634'NORTH FROM THE SOUTH EDGE OF THE CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3637 ***********************************************************************
 DL3637  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3637  DESIGNATION -  975 1381 C
 DL3637  PID         -  DL3637
 DL3637  STATE/COUNTY-  VQ/ST JOHN
 DL3637  COUNTRY     -  US
 DL3637  USGS QUAD   -  CORAL BAY (2013)
 DL3637
 DL3637                         *CURRENT SURVEY CONTROL
 DL3637  ______________________________________________________________________
 DL3637* NAD 83(1986) POSITION- 18 19 04.7    (N) 064 43 27.3    (W)   HD_HELD2
 DL3637* VIVD09  ORTHO HEIGHT -     0.639 (meters)        2.10  (feet) ADJUSTED
 DL3637  ______________________________________________________________________
 DL3637  GEOID HEIGHT    -        -42.240 (meters)                     GEOID18
 DL3637  VERT ORDER      -  FIRST     CLASS II
 DL3637
 DL3637.The horizontal coordinates were established by autonomous hand held GPS
 DL3637.observations and have an estimated accuracy of +/- 10 meters.
 DL3637
 DL3637.The orthometric height was determined by differential leveling and
 DL3637.adjusted by the NATIONAL GEODETIC SURVEY
 DL3637.in April 2012.
 DL3637
 DL3637.No vertical observational check was made to the station.
 DL3637
 DL3637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3637.GEOID18 height accuracy estimate available here.
 DL3637
 DL3637.This Tidal Bench Mark is designated as VM 18305
 DL3637.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3637
 DL3637.Click photographs - Photos may exist for this station.
 DL3637
 DL3637;                    North         East    Units  Estimated Accuracy
 DL3637;SPC PRVI     -   254,484.      380,670.      MT  (+/- 10 meters HH2 GPS)
 DL3637
 DL3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1777426227(NAD 83)
 DL3637
 DL3637                          SUPERSEDED SURVEY CONTROL
 DL3637
 DL3637.No superseded survey control is available for this station.
 DL3637
 DL3637_MARKER: DV = VERTICAL CONTROL DISK
 DL3637_SETTING: 66 = SET IN ROCK OUTCROP
 DL3637_STAMPING: 1381 C 2007
 DL3637_MARK LOGO: NOS
 DL3637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3637+STABILITY: POSITION/ELEVATION WELL
 DL3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3637+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3637
 DL3637  HISTORY     - Date     Condition        Report By
 DL3637  HISTORY     - 2007     MONUMENTED       NOS
 DL3637  HISTORY     - 20080415 GOOD             NGS
 DL3637
 DL3637                          STATION DESCRIPTION
 DL3637
 DL3637'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3637'THE STATION IS LOCATED WITHIN THE VIRGIN ISLANDS NATIONAL PARK, AT THE
 DL3637'VIRGIN ISLANDS ENVIRONMENTAL RESOURCE STATION (VIERS), TROPICAL
 DL3637'RESEARCH LABORATORY PROPERTY AT LAMESHUR BAY.
 DL3637'
 DL3637'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3637'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3637'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3637'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3637'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3637'NORTHWESTERLY FOR 5.4 MI (8.7 KM) ON HIGHWAY 107 TO A ROAD LEFT.  TURN
 DL3637'LEFT AND GO SOUTHERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE FISH
 DL3637'LABORATORY, TIDE GAUGE SITE AND THE STATION ON RIGHT.
 DL3637'
 DL3637'IT IS SET IN A DRILL HOLE IN THE TOP OF BEDROCK ALONG THE SHORE EDGE,
 DL3637'25.3 M (83.0 FT) SOUTH FROM A SIGN WHICH READS NO VEHICLES ON DOCK,
 DL3637'24.5 M (80.4 FT) SOUTH-SOUTHWEST FROM THE TIDE GAUGE, AND ABOUT 0.75 M
 DL3637'(2.5 FT) ABOVE WATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7166 ***********************************************************************
 DK7166  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7166  DESIGNATION -  975 1401 J TIDAL
 DK7166  PID         -  DK7166
 DK7166  STATE/COUNTY-  VQ/ST CROIX
 DK7166  COUNTRY     -  US
 DK7166  USGS QUAD   -  LONG POINT (2013)
 DK7166
 DK7166                         *CURRENT SURVEY CONTROL
 DK7166  ______________________________________________________________________
 DK7166* NAD 83(1986) POSITION- 17 41 43.4    (N) 064 45 14.8    (W)   HD_HELD2
 DK7166* VIVD09  ORTHO HEIGHT -     3.114 (meters)       10.22  (feet) ADJUSTED
 DK7166  ______________________________________________________________________
 DK7166  GEOID HEIGHT    -        -41.224 (meters)                     GEOID18
 DK7166  VERT ORDER      -  FIRST     CLASS II
 DK7166
 DK7166.The horizontal coordinates were established by autonomous hand held GPS
 DK7166.observations and have an estimated accuracy of +/- 10 meters.
 DK7166
 DK7166.The orthometric height was determined by differential leveling and
 DK7166.adjusted by the NATIONAL GEODETIC SURVEY
 DK7166.in April 2012.
 DK7166
 DK7166.No vertical observational check was made to the station.
 DK7166
 DK7166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7166.GEOID18 height accuracy estimate available here.
 DK7166
 DK7166.This Tidal Bench Mark is designated as VM 1633
 DK7166.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7166
 DK7166.Click photographs - Photos may exist for this station.
 DK7166
 DK7166;                    North         East    Units  Estimated Accuracy
 DK7166;SPC PRVI     -   185,549.      378,145.      MT  (+/- 10 meters HH2 GPS)
 DK7166
 DK7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1396557350(NAD 83)
 DK7166
 DK7166                          SUPERSEDED SURVEY CONTROL
 DK7166
 DK7166.No superseded survey control is available for this station.
 DK7166
 DK7166_MARKER: DB = BENCH MARK DISK
 DK7166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7166_SP_SET: FOOTING
 DK7166_STAMPING: 975 1401 J 1983
 DK7166_MARK LOGO: NOS
 DK7166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7166+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7166
 DK7166  HISTORY     - Date     Condition        Report By
 DK7166  HISTORY     - 1983     MONUMENTED       NOS
 DK7166  HISTORY     - 20070801 GOOD             NGS
 DK7166
 DK7166                          STATION DESCRIPTION
 DK7166
 DK7166'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7166'TO REACH FROM THE JUNCTION OF HWY.66 AND 70 AT SUNNY ISLE SHOPPING,
 DK7166'TRAVEL WEST ALONG HWY.66 FOR 1.6 MI (2.6 KM) TO A NORTH-SOUTH ROAD,
 DK7166'TURN LEFT AND TRAVEL SOUTH FOR 1.6 MI (2.6 KM) TO THE ENTRANCE OF
 DK7166'ST.CROIX CONTAINER PORT.TO OCCUPY THE MARK CONTACT JEFF LAWLOR, SENIOR
 DK7166'ENGINEER VI PORT AUTHORITY 340 778-3757 OR 340 626-5924.
 DK7166'
 DK7166'16 M (52.5 FT) NORTH OF THE SOUTH END OF PIER, 16.8 M (55.1 FT) EAST
 DK7166'OF THE WEST FACE OF PIER, 5.0 M (16.4 FT) SOUTHWEST OF THE NORTHWEST
 DK7166'CORNER OF DISMANTLED SOUTH FUELING STATION, 4.5 M (14.8 FT) NORTHWEST
 DK7166'OF THE SOUTHWEST CORNER OF DISMANTLED SOUTH FUELING STATION, 1.8 M
 DK7166'(5.9 FT) WEST OF DISMANTLED FUELING STATION.
 DK7166'
 DK7166'DISK IS MARRED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7167 ***********************************************************************
 DK7167  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7167  DESIGNATION -  975 1401 K TIDAL
 DK7167  PID         -  DK7167
 DK7167  STATE/COUNTY-  VQ/ST CROIX
 DK7167  COUNTRY     -  US
 DK7167  USGS QUAD   -  LONG POINT (2013)
 DK7167
 DK7167                         *CURRENT SURVEY CONTROL
 DK7167  ______________________________________________________________________
 DK7167* NAD 83(1986) POSITION- 17 41 47.8    (N) 064 45 17.0    (W)   HD_HELD2
 DK7167* VIVD09  ORTHO HEIGHT -     3.100 (meters)       10.17  (feet) ADJUSTED
 DK7167  ______________________________________________________________________
 DK7167  GEOID HEIGHT    -        -41.225 (meters)                     GEOID18
 DK7167  VERT ORDER      -  FIRST     CLASS II
 DK7167
 DK7167.The horizontal coordinates were established by autonomous hand held GPS
 DK7167.observations and have an estimated accuracy of +/- 10 meters.
 DK7167
 DK7167.The orthometric height was determined by differential leveling and
 DK7167.adjusted by the NATIONAL GEODETIC SURVEY
 DK7167.in April 2012.
 DK7167
 DK7167.No vertical observational check was made to the station.
 DK7167
 DK7167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7167.GEOID18 height accuracy estimate available here.
 DK7167
 DK7167.This Tidal Bench Mark is designated as VM 1634
 DK7167.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7167
 DK7167.Click photographs - Photos may exist for this station.
 DK7167
 DK7167;                    North         East    Units  Estimated Accuracy
 DK7167;SPC PRVI     -   185,684.      378,079.      MT  (+/- 10 meters HH2 GPS)
 DK7167
 DK7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1390157486(NAD 83)
 DK7167
 DK7167                          SUPERSEDED SURVEY CONTROL
 DK7167
 DK7167.No superseded survey control is available for this station.
 DK7167
 DK7167_MARKER: DB = BENCH MARK DISK
 DK7167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7167_SP_SET: PIER DECK
 DK7167_STAMPING: 975 1401 K 1983
 DK7167_MARK LOGO: NOS
 DK7167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7167+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7167
 DK7167  HISTORY     - Date     Condition        Report By
 DK7167  HISTORY     - 1983     MONUMENTED       NOS
 DK7167  HISTORY     - 20070801 GOOD             NGS
 DK7167
 DK7167                          STATION DESCRIPTION
 DK7167
 DK7167'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7167'TO REACH FROM THE JUNCTION OF HWY.66 AND 70 AT SUNNY ISLE SHOPPING,
 DK7167'TRAVEL WEST ALONG HWY.66 FOR 1.6 MI (2.6 KM) TO A NORTH-SOUTH ROAD,
 DK7167'TURN LEFT AND TRAVEL SOUTH FOR 1.6 MI (2.6 KM) TO THE ENTRANCE OF
 DK7167'ST.CROIX CONTAINER PORT.TO OCCUPY THE MARK CONTACT JEFF LAWLOR, SENIOR
 DK7167'ENGINEER VI PORT AUTHORITY 340 778-3757 OR 340 626-5924.
 DK7167'
 DK7167'THE MARK IS A NOS BENCH MARK DISK SET IN THE PIER.  THE MARK IS 16.9 M
 DK7167'(55.4 FT) EAST OF THE WEST FACE OF PIER, 5.0 M (16.4 FT) SOUTHWEST OF
 DK7167'THE NORTHWEST CORNER OF NORTH DISMANTLED FUELING STATION, 4.6 M (15.1
 DK7167'FT) NORTHWEST OF THE SOUTHWEST CORNER OF NORTH DISMANTLED FUELING
 DK7167'STATION.
 DK7167'
 DK7167'THE DISK IS MARRED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7168 ***********************************************************************
 DK7168  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7168  DESIGNATION -  975 1401 L TIDAL
 DK7168  PID         -  DK7168
 DK7168  STATE/COUNTY-  VQ/ST CROIX
 DK7168  COUNTRY     -  US
 DK7168  USGS QUAD   -  LONG POINT (2013)
 DK7168
 DK7168                         *CURRENT SURVEY CONTROL
 DK7168  ______________________________________________________________________
 DK7168* NAD 83(1986) POSITION- 17 41 50.02   (N) 064 45 18.67   (W)   HD_HELD1
 DK7168* VIVD09  ORTHO HEIGHT -     2.959 (meters)        9.71  (feet) ADJUSTED
 DK7168  ______________________________________________________________________
 DK7168  GEOID HEIGHT    -        -41.226 (meters)                     GEOID18
 DK7168  VERT ORDER      -  FIRST     CLASS II
 DK7168
 DK7168.The horizontal coordinates were determined by differentially corrected
 DK7168.hand held GPS observations or other comparable positioning techniques
 DK7168.and have an estimated accuracy of +/- 3 meters.
 DK7168
 DK7168.The orthometric height was determined by differential leveling and
 DK7168.adjusted by the NATIONAL GEODETIC SURVEY
 DK7168.in April 2012.
 DK7168
 DK7168.No vertical observational check was made to the station.
 DK7168
 DK7168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7168.GEOID18 height accuracy estimate available here.
 DK7168
 DK7168.This Tidal Bench Mark is designated as VM 1635
 DK7168.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7168
 DK7168.Click photographs - Photos may exist for this station.
 DK7168
 DK7168;                    North         East    Units  Estimated Accuracy
 DK7168;SPC PRVI     -   185,751.5     378,029.2     MT  (+/- 3 meters HH1 GPS) 
 DK7168
 DK7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1385257555(NAD 83)
 DK7168
 DK7168                          SUPERSEDED SURVEY CONTROL
 DK7168
 DK7168.No superseded survey control is available for this station.
 DK7168
 DK7168_MARKER: DB = BENCH MARK DISK
 DK7168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7168_SP_SET: PIER DECK
 DK7168_STAMPING: 975 1401 L 1983
 DK7168_MARK LOGO: NOS
 DK7168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7168+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7168
 DK7168  HISTORY     - Date     Condition        Report By
 DK7168  HISTORY     - 1983     MONUMENTED       NOS
 DK7168  HISTORY     - 20070801 GOOD             NGS
 DK7168
 DK7168                          STATION DESCRIPTION
 DK7168
 DK7168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7168'TO REACH FROM THE JUNCTION OF HWY.66 AND 70 AT SUNNY ISLE SHOPPING,
 DK7168'TRAVEL WEST ALONG HWY.66 FOR 1.6 MI (2.6 KM) TO A NORTH-SOUTH ROAD,
 DK7168'TURN LEFT AND TRAVEL SOUTH FOR 1.6 MI (2.6 KM) TO THE ENTRANCE OF
 DK7168'ST.CROIX CONTAINER PORT.TO OCCUPY THE MARK CONTACT JEFF LAWLOR, SENIOR
 DK7168'ENGINEER VI PORT AUTHORITY 340 778-3757 OR 340 626-5924.
 DK7168'
 DK7168'THE MARK IS A NOS BENCH MARK SET IN THE PIER.  THE MARK IS 1.4 M (4.6
 DK7168'FT) SOUTH OF THE NORTHWEST CORNER OF PIER, 1.1 M (3.6 FT) WEST OF THE
 DK7168'SOUTHWEST CORNER OF THE NORTHWEST STOP FOR OVERHEAD CRANE, 1.0 M (3.3
 DK7168'FT) NORTH OF THE CENTER NORTHWEST BOLLARD ON WEST SIDE OF PIER, 0.5 M
 DK7168'(1.6 FT) EAST OF THE WEST FACE OF THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7165 ***********************************************************************
 DK7165  DATUM ORIG  -  This is a Vertical Datum Origin Point.
 DK7165  TIDAL BM    -  This is a Tidal Bench Mark.
 DK7165  DESIGNATION -  975 1401 M TIDAL
 DK7165  PID         -  DK7165
 DK7165  STATE/COUNTY-  VQ/ST CROIX
 DK7165  COUNTRY     -  US
 DK7165  USGS QUAD   -  LONG POINT (2013)
 DK7165
 DK7165                         *CURRENT SURVEY CONTROL
 DK7165  ______________________________________________________________________
 DK7165* NAD 83(2011) POSITION- 17 41 41.17939(N) 064 45 13.64834(W)   ADJUSTED
 DK7165* NAD 83(2011) ELLIP HT-   -38.102 (meters)        (06/27/12)   ADJUSTED
 DK7165* NAD 83(2011) EPOCH   -  2010.00
 DK7165* VIVD09  ORTHO HEIGHT -     3.111 (meters)       10.21  (feet) ADJUSTED
 DK7165  ______________________________________________________________________
 DK7165  GEOID HEIGHT    -        -41.223 (meters)                     GEOID18
 DK7165  NAD 83(2011) X  -  2,592,417.391 (meters)                     COMP
 DK7165  NAD 83(2011) Y  - -5,497,654.234 (meters)                     COMP
 DK7165  NAD 83(2011) Z  -  1,926,216.439 (meters)                     COMP
 DK7165  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 DK7165  VERT ORDER      -  FIRST     CLASS II
 DK7165
 DK7165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7165  Standards:
 DK7165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7165  -------------------------------------------------------------------
 DK7165  NETWORK    0.92   2.00           0.33   0.41   1.02     -0.01806266
 DK7165  -------------------------------------------------------------------
 DK7165  Click here for local accuracies and other accuracy information.
 DK7165
 DK7165.The horizontal coordinates were established by GPS observations
 DK7165.and adjusted by the National Geodetic Survey in June 2012.
 DK7165
 DK7165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7165.been affixed to the stable North American tectonic plate. See 
 DK7165.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7165
 DK7165.The horizontal coordinates are valid at the epoch date displayed above
 DK7165.which is a decimal equivalence of Year/Month/Day.
 DK7165
 DK7165.The orthometric height was determined by differential leveling and
 DK7165.adjusted by the NATIONAL GEODETIC SURVEY
 DK7165.in April 2012.
 DK7165
 DK7165.No vertical observational check was made to the station.
 DK7165
 DK7165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7165.GEOID18 height accuracy estimate available here.
 DK7165
 DK7165.The datum origin mark is the primary tidal bench mark designated '975 
 DK7165.1401 M TIDAL' that is identified by 'VM# 1636' by NOS Center for 
 DK7165.Operational Oceanographic Products and Services (CO-OPS). The mark is 
 DK7165.found on a dock in Lime Tree Bay, St. Croix, U.S. Virgin Islands as 
 DK7165.part of the National Water Levels Observation Network (NWLON) 
 DK7165.designated 9751401. The Local Mean Sea Level (LMSL) height of 3.111 
 DK7165.meters for this mark originated from the 1983-2001 National Tidal Datum 
 DK7165.Epoch (NTDE) in April 2003. NGS adopted the mark's LMSL height as the 
 DK7165.datum origin point for the United States Virgin Islands Vertical Datum 
 DK7165.(VIVD09) on the island of St Croix, from which all heights on the 
 DK7165.island originate. 
 DK7165
 DK7165.Information on the Tidal Bench Mark designated as VM 1636 and its datum origin
 DK7165.point is located at CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK7165
 DK7165.Click photographs - Photos may exist for this station.
 DK7165
 DK7165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7165
 DK7165.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7165
 DK7165.The ellipsoidal height was determined by GPS observations
 DK7165.and is referenced to NAD 83.
 DK7165
 DK7165. The following values were computed from the NAD 83(2011) position.
 DK7165
 DK7165;                    North         East     Units Scale Factor Converg.
 DK7165;SPC PRVI     -   185,481.058   378,179.622   MT  1.00003782   +0 31 31.8
 DK7165;UTM  20      - 1,957,282.273   313,998.434   MT  1.00002776   -0 31 59.6
 DK7165
 DK7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7165!SPC PRVI     -   1.00000599  x   1.00003782  =   1.00004381
 DK7165!UTM  20      -   1.00000599  x   1.00002776  =   1.00003375
 DK7165
 DK7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1399857282(NAD 83)
 DK7165
 DK7165                          SUPERSEDED SURVEY CONTROL
 DK7165
 DK7165  NAD 83(2007)-  17 41 41.17835(N)    064 45 13.65338(W) AD(2002.00) B
 DK7165  ELLIP H (01/22/10)  -38.120  (m)                       GP(2002.00) 5 1
 DK7165
 DK7165.Superseded values are not recommended for survey control.
 DK7165
 DK7165.NGS no longer adjusts projects to the PR datum.
 DK7165.See file dsdata.pdf to determine how the superseded data were derived.
 DK7165
 DK7165_MARKER: DB = BENCH MARK DISK
 DK7165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7165_SP_SET: PIER DECK
 DK7165_STAMPING: 975 1401 M 1983
 DK7165_MARK LOGO: NOS
 DK7165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7165+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7165
 DK7165  HISTORY     - Date     Condition        Report By
 DK7165  HISTORY     - 1983     MONUMENTED       NOS
 DK7165  HISTORY     - 20070801 GOOD             NGS
 DK7165
 DK7165                          STATION DESCRIPTION
 DK7165
 DK7165'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 DK7165'TO REACH FROM THE JUNCTION OF HWY.66 AND 70 AT SUNNY ISLE SHOPPING,
 DK7165'TRAVEL WEST ALONG HWY.66 FOR 1.6 MI (2.6 KM) TO A NORTH-SOUTH ROAD,
 DK7165'TURN LEFT AND TRAVEL SOUTH FOR 1.6 MI (2.6 KM) TO THE ENTRANCE OF
 DK7165'ST.CROIX CONTAINER PORT.TO OCCUPY THE MARK CONTACT JEFF LAWLOR, SENIOR
 DK7165'ENGINEER VI PORT AUTHORITY 340 778-3757 OR 340 626-5924.
 DK7165'
 DK7165'THE MARK IS A NOS BENCH MARK DISK SET IN THE PIER DECK.THE MARK IS
 DK7165'16.5 M (54.1 FT) EAST OF THE SOUTHWEST CORNER OF PIER, 1.7 M (5.6 FT)
 DK7165'NORTHEAST OF THE NORTHEAST CORNER OF TIDE HOUSE, 0.8 M (2.6 FT)
 DK7165'SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTHEAST STOP FOR OVERHEAD
 DK7165'CRANE, 0.6 M (2.0 FT) NORTH OF THE SOUTH FACE OF PIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3598 ***********************************************************************
 DL3598  DESIGNATION -  975 1472 1
 DL3598  PID         -  DL3598
 DL3598  STATE/COUNTY-  VQ/ST JOHN
 DL3598  COUNTRY     -  US
 DL3598  USGS QUAD   -  CRUZ BAY (2013)
 DL3598
 DL3598                         *CURRENT SURVEY CONTROL
 DL3598  ______________________________________________________________________
 DL3598* NAD 83(1986) POSITION- 18 19 57.29   (N) 064 47 38.10   (W)   HD_HELD1
 DL3598* VIVD09  ORTHO HEIGHT -     0.856 (meters)        2.81  (feet) ADJUSTED
 DL3598  ______________________________________________________________________
 DL3598  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3598  VERT ORDER      -  FIRST     CLASS II
 DL3598
 DL3598.The horizontal coordinates were determined by differentially corrected
 DL3598.hand held GPS observations or other comparable positioning techniques
 DL3598.and have an estimated accuracy of +/- 3 meters.
 DL3598
 DL3598.The orthometric height was determined by differential leveling and
 DL3598.adjusted by the NATIONAL GEODETIC SURVEY
 DL3598.in April 2012.
 DL3598
 DL3598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3598.GEOID18 height accuracy estimate available here.
 DL3598
 DL3598.Click photographs - Photos may exist for this station.
 DL3598
 DL3598;                    North         East    Units  Estimated Accuracy
 DL3598;SPC PRVI     -   256,033.1     373,290.9     MT  (+/- 3 meters HH1 GPS) 
 DL3598
 DL3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1042527915(NAD 83)
 DL3598
 DL3598                          SUPERSEDED SURVEY CONTROL
 DL3598
 DL3598.No superseded survey control is available for this station.
 DL3598
 DL3598_MARKER: DJ = TIDAL STATION DISK
 DL3598_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3598_SP_SET: SEAWALL
 DL3598_STAMPING: NO 1 1972
 DL3598_MARK LOGO: NOS
 DL3598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3598+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3598
 DL3598  HISTORY     - Date     Condition        Report By
 DL3598  HISTORY     - 1972     MONUMENTED       NOS
 DL3598  HISTORY     - 20080415 GOOD             NGS
 DL3598
 DL3598                          STATION DESCRIPTION
 DL3598
 DL3598'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3598'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3598'PARK SERVICE VISITORS CENTER, ON THE SOUTHEAST SIDE OF THE VISITORS
 DL3598'CENTER BUILDING.  OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY
 DL3598'CREEK, ST JOHN VI 00830, PHONE 340-776-6201.
 DL3598'
 DL3598'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3598'
 DL3598'IT IS LOCATED 25.2 M (82.7 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 DL3598'CORNER OF THE STEPS, 8.5 M (27.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 DL3598'OF THE BUILDING, 1.65 M (5.4 FT) EAST FROM STATION 975 1472 3, 0.26 M
 DL3598'(0.9 FT) NORTH FROM THE SOUTH EDGE OF THE SEAWALL AND 0.4 M (1.3 FT)
 DL3598'EAST FROM THE NINTH BOLLARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3600 ***********************************************************************
 DL3600  DESIGNATION -  975 1472 2
 DL3600  PID         -  DL3600
 DL3600  STATE/COUNTY-  VQ/ST JOHN
 DL3600  COUNTRY     -  US
 DL3600  USGS QUAD   -  CRUZ BAY (2013)
 DL3600
 DL3600                         *CURRENT SURVEY CONTROL
 DL3600  ______________________________________________________________________
 DL3600* NAD 83(1986) POSITION- 18 19 57.6    (N) 064 47 36.0    (W)   HD_HELD2
 DL3600* VIVD09  ORTHO HEIGHT -     0.793 (meters)        2.60  (feet) ADJUSTED
 DL3600  ______________________________________________________________________
 DL3600  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3600  VERT ORDER      -  FIRST     CLASS II
 DL3600
 DL3600.The horizontal coordinates were established by autonomous hand held GPS
 DL3600.observations and have an estimated accuracy of +/- 10 meters.
 DL3600
 DL3600.The orthometric height was determined by differential leveling and
 DL3600.adjusted by the NATIONAL GEODETIC SURVEY
 DL3600.in April 2012.
 DL3600
 DL3600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3600.GEOID18 height accuracy estimate available here.
 DL3600
 DL3600.Click photographs - Photos may exist for this station.
 DL3600
 DL3600;                    North         East    Units  Estimated Accuracy
 DL3600;SPC PRVI     -   256,043.      373,352.      MT  (+/- 10 meters HH2 GPS)
 DL3600
 DL3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1048727924(NAD 83)
 DL3600
 DL3600                          SUPERSEDED SURVEY CONTROL
 DL3600
 DL3600.No superseded survey control is available for this station.
 DL3600
 DL3600_MARKER: DJ = TIDAL STATION DISK
 DL3600_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3600_SP_SET: SEAWALL
 DL3600_STAMPING: NO 2 1972
 DL3600_MARK LOGO: NOS
 DL3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3600+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DL3600
 DL3600  HISTORY     - Date     Condition        Report By
 DL3600  HISTORY     - 1972     MONUMENTED       NOS
 DL3600  HISTORY     - 20070815 GOOD             NGS
 DL3600
 DL3600                          STATION DESCRIPTION
 DL3600
 DL3600'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3600'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3600'PARK SERVICE VISITORS CENTER, IN THE SEAWALL SOUTH OF THE BUILDING.
 DL3600'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3600'00830, PHONE 340-776-6201.
 DL3600'
 DL3600'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3600'
 DL3600'IT IS LOCATED 26.5 M (86.9 FT) NORTH FROM THE SOUTH END OF THE
 DL3600'SEAWALL, 17.0 M (55.8 FT) SOUTH FROM THE NORTH ANGLE OF THE SEAWALL,
 DL3600'12.1 M (39.7 FT) NORTHWEST FROM A FLAGPOLE, 0.4 M (1.3 FT) NORTH FROM
 DL3600'THE NORTH EDGE OF A CONCRETE DOCK AND 0.3 M (1.0 FT) EAST FROM THE
 DL3600'WEST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3599 ***********************************************************************
 DL3599  DESIGNATION -  975 1472 3
 DL3599  PID         -  DL3599
 DL3599  STATE/COUNTY-  VQ/ST JOHN
 DL3599  COUNTRY     -  US
 DL3599  USGS QUAD   -  CRUZ BAY (2013)
 DL3599
 DL3599                         *CURRENT SURVEY CONTROL
 DL3599  ______________________________________________________________________
 DL3599* NAD 83(1986) POSITION- 18 19 57.4    (N) 064 47 38.6    (W)   HD_HELD2
 DL3599* VIVD09  ORTHO HEIGHT -     0.847 (meters)        2.78  (feet) ADJUSTED
 DL3599  ______________________________________________________________________
 DL3599  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3599  VERT ORDER      -  FIRST     CLASS II
 DL3599
 DL3599.The horizontal coordinates were established by autonomous hand held GPS
 DL3599.observations and have an estimated accuracy of +/- 10 meters.
 DL3599
 DL3599.The orthometric height was determined by differential leveling and
 DL3599.adjusted by the NATIONAL GEODETIC SURVEY
 DL3599.in April 2012.
 DL3599
 DL3599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3599.GEOID18 height accuracy estimate available here.
 DL3599
 DL3599.Click photographs - Photos may exist for this station.
 DL3599
 DL3599;                    North         East    Units  Estimated Accuracy
 DL3599;SPC PRVI     -   256,036.      373,276.      MT  (+/- 10 meters HH2 GPS)
 DL3599
 DL3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1041027918(NAD 83)
 DL3599
 DL3599                          SUPERSEDED SURVEY CONTROL
 DL3599
 DL3599.No superseded survey control is available for this station.
 DL3599
 DL3599_MARKER: DD = SURVEY DISK
 DL3599_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3599_SP_SET: SEAWALL
 DL3599_STAMPING: 3 3.28
 DL3599_MARK LOGO: NPS
 DL3599_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3599+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DL3599
 DL3599  HISTORY     - Date     Condition        Report By
 DL3599  HISTORY     - UNK      MONUMENTED       NPS
 DL3599  HISTORY     - 20070815 GOOD             NGS
 DL3599
 DL3599                          STATION DESCRIPTION
 DL3599
 DL3599'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3599'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3599'PARK SERVICE VISITORS CENTER, ON THE SOUTHEAST SIDE OF THE VISITORS
 DL3599'CENTER BUILDING.  OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY
 DL3599'CREEK, ST JOHN VQ 00830, PHONE 340-776-6201.
 DL3599'
 DL3599'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3599'
 DL3599'IT IS LOCATED 26.8 M (87.9 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 DL3599'CORNER OF THE STEPS, 7.7 M (25.3 FT) SOUTHEAST FROM THE SOUTHWEST
 DL3599'CORNER OF THE BUILDING, 1.65 M (5.4 FT) WEST FROM STATION 975 1472 1,
 DL3599'1.25 M (4.1 FT) WEST FROM THE NINTH BOLLARD AND 0.35 M (1.1 FT) NORTH
 DL3599'FROM THE SOUTH EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3597 ***********************************************************************
 DL3597  DESIGNATION -  975 1472 4
 DL3597  PID         -  DL3597
 DL3597  STATE/COUNTY-  VQ/ST JOHN
 DL3597  COUNTRY     -  US
 DL3597  USGS QUAD   -  CRUZ BAY (2013)
 DL3597
 DL3597                         *CURRENT SURVEY CONTROL
 DL3597  ______________________________________________________________________
 DL3597* NAD 83(1986) POSITION- 18 19 58.2    (N) 064 47 39.0    (W)   HD_HELD2
 DL3597* VIVD09  ORTHO HEIGHT -     0.877 (meters)        2.88  (feet) ADJUSTED
 DL3597  ______________________________________________________________________
 DL3597  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3597  VERT ORDER      -  FIRST     CLASS II
 DL3597
 DL3597.The horizontal coordinates were established by autonomous hand held GPS
 DL3597.observations and have an estimated accuracy of +/- 10 meters.
 DL3597
 DL3597.The orthometric height was determined by differential leveling and
 DL3597.adjusted by the NATIONAL GEODETIC SURVEY
 DL3597.in April 2012.
 DL3597
 DL3597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3597.GEOID18 height accuracy estimate available here.
 DL3597
 DL3597.Click photographs - Photos may exist for this station.
 DL3597
 DL3597;                    North         East    Units  Estimated Accuracy
 DL3597;SPC PRVI     -   256,061.      373,264.      MT  (+/- 10 meters HH2 GPS)
 DL3597
 DL3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1039927943(NAD 83)
 DL3597
 DL3597                          SUPERSEDED SURVEY CONTROL
 DL3597
 DL3597.No superseded survey control is available for this station.
 DL3597
 DL3597_MARKER: DD = SURVEY DISK
 DL3597_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3597_SP_SET: SEAWALL
 DL3597_STAMPING: 4 3.33
 DL3597_MARK LOGO: NPS
 DL3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3597+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DL3597
 DL3597  HISTORY     - Date     Condition        Report By
 DL3597  HISTORY     - UNK      MONUMENTED       NPS
 DL3597  HISTORY     - 20070815 GOOD             NGS
 DL3597
 DL3597                          STATION DESCRIPTION
 DL3597
 DL3597'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3597'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3597'PARK SERVICE VISITORS CENTER, NORTHWEST OF THE VISITORS CENTER
 DL3597'BUILDING.  OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST
 DL3597'JOHN VI 00830, PHONE 340-776-6201.
 DL3597'
 DL3597'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3597'
 DL3597'IT IS LOCATED 13.7 M (44.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 DL3597'THE VISITORS CENTER BUILDING, 11.8 M (38.7 FT) WEST-SOUTHWEST FROM THE
 DL3597'NORTHWEST CORNER OF THE CONCRETE STORAGE STRUCTURE, 6.5 M (21.3 FT)
 DL3597'NORTH-NORTHEAST FROM THE END OF THE SEAWALL, 6.1 M (20.0 FT) SOUTHWEST
 DL3597'FROM STATION 975 1472 5 AND 0.34 M (1.1 FT) SOUTHEAST FROM THE
 DL3597'NORTHWEST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3596 ***********************************************************************
 DL3596  DESIGNATION -  975 1472 5
 DL3596  PID         -  DL3596
 DL3596  STATE/COUNTY-  VQ/ST JOHN
 DL3596  COUNTRY     -  US
 DL3596  USGS QUAD   -  CRUZ BAY (2013)
 DL3596
 DL3596                         *CURRENT SURVEY CONTROL
 DL3596  ______________________________________________________________________
 DL3596* NAD 83(1986) POSITION- 18 19 58.5    (N) 064 47 38.7    (W)   HD_HELD2
 DL3596* VIVD09  ORTHO HEIGHT -     0.902 (meters)        2.96  (feet) ADJUSTED
 DL3596  ______________________________________________________________________
 DL3596  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3596  VERT ORDER      -  FIRST     CLASS II
 DL3596
 DL3596.The horizontal coordinates were established by autonomous hand held GPS
 DL3596.observations and have an estimated accuracy of +/- 10 meters.
 DL3596
 DL3596.The orthometric height was determined by differential leveling and
 DL3596.adjusted by the NATIONAL GEODETIC SURVEY
 DL3596.in April 2012.
 DL3596
 DL3596.No vertical observational check was made to the station.
 DL3596
 DL3596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3596.GEOID18 height accuracy estimate available here.
 DL3596
 DL3596.Click photographs - Photos may exist for this station.
 DL3596
 DL3596;                    North         East    Units  Estimated Accuracy
 DL3596;SPC PRVI     -   256,070.      373,273.      MT  (+/- 10 meters HH2 GPS)
 DL3596
 DL3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1040827952(NAD 83)
 DL3596
 DL3596                          SUPERSEDED SURVEY CONTROL
 DL3596
 DL3596.No superseded survey control is available for this station.
 DL3596
 DL3596_MARKER: DD = SURVEY DISK
 DL3596_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3596_SP_SET: SEAWALL
 DL3596_STAMPING: 5 3.33
 DL3596_MARK LOGO: NPS
 DL3596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3596+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 DL3596
 DL3596  HISTORY     - Date     Condition        Report By
 DL3596  HISTORY     - UNK      MONUMENTED       NPS
 DL3596  HISTORY     - 20070815 GOOD             NGS
 DL3596
 DL3596                          STATION DESCRIPTION
 DL3596
 DL3596'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3596'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3596'PARK SERVICE VISITORS CENTER, NORTHWEST OF THE VISITORS CENTER
 DL3596'BUILDING.  OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST
 DL3596'JOHN VI 00830, PHONE 340-776-6201.
 DL3596'
 DL3596'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3596'
 DL3596'IT IS LOCATED 16.7 M (54.8 FT) NORTH-NORTHWEST FROM THE NORTHWEST
 DL3596'CORNER OF THE BUILDING, 6.9 M (22.6 FT) WEST FROM THE NORTHWEST CORNER
 DL3596'OF A CONCRETE STORAGE STRUCTURE, 6.1 M (20.0 FT) NORTHEAST FROM
 DL3596'STATION 975 1472 4, 0.36 M (1.2 FT) SOUTHEAST FROM THE NORTHWEST EDGE
 DL3596'OF THE SEAWALL AND 0.42 M (1.4 FT) SOUTHWEST FROM THE NORTHEAST END OF
 DL3596'THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3912 ***********************************************************************
 DL3912  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3912  DESIGNATION -  975 1639 1
 DL3912  PID         -  DL3912
 DL3912  STATE/COUNTY-  VQ/ST THOMAS
 DL3912  COUNTRY     -  US
 DL3912  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3912
 DL3912                         *CURRENT SURVEY CONTROL
 DL3912  ______________________________________________________________________
 DL3912* NAD 83(1986) POSITION- 18 20 22.57   (N) 064 55 52.98   (W)   HD_HELD1
 DL3912* VIVD09  ORTHO HEIGHT -     0.881 (meters)        2.89  (feet) ADJUSTED
 DL3912  ______________________________________________________________________
 DL3912  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 DL3912  VERT ORDER      -  FIRST     CLASS II
 DL3912
 DL3912.The horizontal coordinates were determined by differentially corrected
 DL3912.hand held GPS observations or other comparable positioning techniques
 DL3912.and have an estimated accuracy of +/- 3 meters.
 DL3912
 DL3912.The orthometric height was determined by differential leveling and
 DL3912.adjusted by the NATIONAL GEODETIC SURVEY
 DL3912.in April 2012.
 DL3912
 DL3912.No vertical observational check was made to the station.
 DL3912
 DL3912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3912.GEOID18 height accuracy estimate available here.
 DL3912
 DL3912.This Tidal Bench Mark is designated as VM 1373
 DL3912.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3912
 DL3912.Click photographs - Photos may exist for this station.
 DL3912
 DL3912;                    North         East    Units  Estimated Accuracy
 DL3912;SPC PRVI     -   256,685.7     358,754.3     MT  (+/- 3 meters HH1 GPS) 
 DL3912
 DL3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9590228841(NAD 83)
 DL3912
 DL3912                          SUPERSEDED SURVEY CONTROL
 DL3912
 DL3912.No superseded survey control is available for this station.
 DL3912
 DL3912_MARKER: DJ = TIDAL STATION DISK
 DL3912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3912_SP_SET: LEDGE OF PIER
 DL3912_STAMPING: NO 1 1975
 DL3912_MARK LOGO: NOS
 DL3912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3912+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3912
 DL3912  HISTORY     - Date     Condition        Report By
 DL3912  HISTORY     - 1975     MONUMENTED       NOS
 DL3912  HISTORY     - 20070724 GOOD             NGS
 DL3912
 DL3912                          STATION DESCRIPTION
 DL3912
 DL3912'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3912'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3912'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3912'
 DL3912'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 DL3912'TRUMAN) AIRPORT IN CHARLOTTE AMALIE, TAKE AIRPORT ROAD EASTERLY TO
 DL3912'HIGHWAY 30, TURN RIGHT AND PROCEED ON HIGHWAY 30 EASTERLY
 DL3912'APPROXIMATELY 2.5 MI (4.0 KM) TO THE INTERSECTION OF HIGHWAY 30 AND
 DL3912'PORT PLADSON, AT THE ENTRANCE OF THE UNITED STATES COAST GUARD DOCK AT
 DL3912'KINGS WHARF GO TO THE THE END OF THE DOCK,
 DL3912'
 DL3912'290 FT (88.4 M) WEST OF THE ENTRANCE GATE, 2.53 M (8.3 FT) SOUTH OF
 DL3912'STATION WESTON, 0.3 M (1.0 FT) NORTH AND 0.35 M (1.1 FT) EAST OF THE
 DL3912'SOUTHWEST CORNER AT THE END OF THE PIER.
 DL3912'
 DL3912'NO PUBLIC ACCESS.  THE DOCK IS FENCED OFF. ACCESS MUST BE OBTAINED
 DL3912'FROM THE UNITED STATES COAST GUARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3911 ***********************************************************************
 DL3911  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3911  DESIGNATION -  975 1639 3
 DL3911  PID         -  DL3911
 DL3911  STATE/COUNTY-  VQ/ST THOMAS
 DL3911  COUNTRY     -  US
 DL3911  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3911
 DL3911                         *CURRENT SURVEY CONTROL
 DL3911  ______________________________________________________________________
 DL3911* NAD 83(1986) POSITION- 18 20 22.79   (N) 064 55 48.56   (W)   HD_HELD1
 DL3911* VIVD09  ORTHO HEIGHT -     1.324 (meters)        4.34  (feet) ADJUSTED
 DL3911  ______________________________________________________________________
 DL3911  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 DL3911  VERT ORDER      -  FIRST     CLASS II
 DL3911
 DL3911.The horizontal coordinates were determined by differentially corrected
 DL3911.hand held GPS observations or other comparable positioning techniques
 DL3911.and have an estimated accuracy of +/- 3 meters.
 DL3911
 DL3911.The orthometric height was determined by differential leveling and
 DL3911.adjusted by the NATIONAL GEODETIC SURVEY
 DL3911.in April 2012.
 DL3911
 DL3911.No vertical observational check was made to the station.
 DL3911
 DL3911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3911.GEOID18 height accuracy estimate available here.
 DL3911
 DL3911.This Tidal Bench Mark is designated as VM 1375
 DL3911.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3911
 DL3911.Click photographs - Photos may exist for this station.
 DL3911
 DL3911;                    North         East    Units  Estimated Accuracy
 DL3911;SPC PRVI     -   256,693.5     358,884.0     MT  (+/- 3 meters HH1 GPS) 
 DL3911
 DL3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9603228846(NAD 83)
 DL3911
 DL3911                          SUPERSEDED SURVEY CONTROL
 DL3911
 DL3911.No superseded survey control is available for this station.
 DL3911
 DL3911_MARKER: DJ = TIDAL STATION DISK
 DL3911_SETTING: 0 = UNSPECIFIED SETTING
 DL3911_STAMPING: NO 3 1975
 DL3911_MARK LOGO: NOS
 DL3911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3911+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3911
 DL3911  HISTORY     - Date     Condition        Report By
 DL3911  HISTORY     - 1975     MONUMENTED       NOS
 DL3911  HISTORY     - 20070724 GOOD             NGS
 DL3911
 DL3911                          STATION DESCRIPTION
 DL3911
 DL3911'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3911'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3911'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3911'
 DL3911'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 DL3911'TRUMAN) AIRPORT IN CHARLOTTE AMALIE, TAKE AIRPORT ROAD EASTERLY TO
 DL3911'HIGHWAY 30, TURN RIGHT AND PROCEED ON HIGHWAY 30 EASTERLY
 DL3911'APPROXIMATELY 2.5 MI (4.0 KM) TO THE INTERSECTION OF HIGHWAY 30 AND
 DL3911'PORT PLADSON, AT THE ENTRANCE OF THE UNITED STATES COAST GUARD DOCK AT
 DL3911'KINGS WHARF. THE MARK IS LOCATED ON THE SOUTH SIDE OF THE COAST GUARD
 DL3911'STATIONS BUILDING IN A PARKING AREA.,
 DL3911'
 DL3911'11.88 M (39.0 FT) SOUTHEAST OF AN IRON FENCE'S CORNER, 10.2 M (33.5
 DL3911'FT) SOUTHWEST OF A FENCE CORNER, 6.7 M (22.0 FT) SOUTH OF THE
 DL3911'SOUTHWEST CORNER OF A BUILDING.
 DL3911'
 DL3911'NO PUBLIC ACCESS.  THE DOCK IS FENCED OFF. ACCESS MUST BE OBTAINED
 DL3911'FROM THE UNITED STATES COASTGUARD. V1375
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3910 ***********************************************************************
 DL3910  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3910  DESIGNATION -  975 1639 5
 DL3910  PID         -  DL3910
 DL3910  STATE/COUNTY-  VQ/ST THOMAS
 DL3910  COUNTRY     -  US
 DL3910  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3910
 DL3910                         *CURRENT SURVEY CONTROL
 DL3910  ______________________________________________________________________
 DL3910* NAD 83(1986) POSITION- 18 20 23.88   (N) 064 55 48.71   (W)   HD_HELD1
 DL3910* VIVD09  ORTHO HEIGHT -     1.507 (meters)        4.94  (feet) ADJUSTED
 DL3910  ______________________________________________________________________
 DL3910  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 DL3910  VERT ORDER      -  FIRST     CLASS II
 DL3910
 DL3910.The horizontal coordinates were determined by differentially corrected
 DL3910.hand held GPS observations or other comparable positioning techniques
 DL3910.and have an estimated accuracy of +/- 3 meters.
 DL3910
 DL3910.The orthometric height was determined by differential leveling and
 DL3910.adjusted by the NATIONAL GEODETIC SURVEY
 DL3910.in April 2012.
 DL3910
 DL3910.No vertical observational check was made to the station.
 DL3910
 DL3910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3910.GEOID18 height accuracy estimate available here.
 DL3910
 DL3910.This Tidal Bench Mark is designated as VM 1377
 DL3910.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3910
 DL3910.Click photographs - Photos may exist for this station.
 DL3910
 DL3910;                    North         East    Units  Estimated Accuracy
 DL3910;SPC PRVI     -   256,727.0     358,879.3     MT  (+/- 3 meters HH1 GPS) 
 DL3910
 DL3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9602828880(NAD 83)
 DL3910
 DL3910                          SUPERSEDED SURVEY CONTROL
 DL3910
 DL3910.No superseded survey control is available for this station.
 DL3910
 DL3910_MARKER: DJ = TIDAL STATION DISK
 DL3910_SETTING: 0 = UNSPECIFIED SETTING
 DL3910_STAMPING: NO 5 1975
 DL3910_MARK LOGO: NOS
 DL3910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3910+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3910
 DL3910  HISTORY     - Date     Condition        Report By
 DL3910  HISTORY     - 1975     MONUMENTED       NOS
 DL3910  HISTORY     - 20070724 GOOD             NGS
 DL3910
 DL3910                          STATION DESCRIPTION
 DL3910
 DL3910'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3910'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3910'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3910'
 DL3910'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 DL3910'TRUMAN) AIRPORT IN CHARLOTTE AMALIE, TAKE AIRPORT ROAD EASTERLY TO
 DL3910'HIGHWAY 30, TURN RIGHT AND PROCEED ON HIGHWAY 30 EASTERLY
 DL3910'APPROXIMATELY 2.5 MI (4.0 KM) TO THE INTERSECTION OF HIGHWAY 30 AND
 DL3910'PORT PLADSON, AT THE ENTRANCE OF THE UNITED STATES COAST GUARD DOCK AT
 DL3910'KINGS WHARF GO 8.02 M (26.3 FT) EAST OF THE IRON FENCE AROUND
 DL3910'PERIMETER, 1.97 M (6.5 FT) SOUTH-SOUTHWEST OF NORTH EDGE OF THE
 DL3910'SIDEWALK, 1.1 M (3.6 FT) WEST-NORTHWEST OF THE BUILDINGS FACE AND MAIN
 DL3910'ENTRANCE.
 DL3910'
 DL3910'NO PUBLIC ACCESS.  THE BENCH MARK IS FENCED OFF.  ACCESS MUST BE
 DL3910'OBTAINED FROM THE UNITED STATES COAST GUARD. V1377
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3908 ***********************************************************************
 DL3908  DATUM ORIG  -  This is a Vertical Datum Origin Point.
 DL3908  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3908  DESIGNATION -  975 1639 F
 DL3908  PID         -  DL3908
 DL3908  STATE/COUNTY-  VQ/ST THOMAS
 DL3908  COUNTRY     -  US
 DL3908  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3908
 DL3908                         *CURRENT SURVEY CONTROL
 DL3908  ______________________________________________________________________
 DL3908* NAD 83(1986) POSITION- 18 20 06.00   (N) 064 55 10.63   (W)   HD_HELD1
 DL3908* VIVD09  ORTHO HEIGHT -     1.552 (meters)        5.09  (feet) ADJUSTED
 DL3908  ______________________________________________________________________
 DL3908  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3908  VERT ORDER      -  FIRST     CLASS II
 DL3908
 DL3908.The horizontal coordinates were determined by differentially corrected
 DL3908.hand held GPS observations or other comparable positioning techniques
 DL3908.and have an estimated accuracy of +/- 3 meters.
 DL3908
 DL3908.The orthometric height was determined by differential leveling and
 DL3908.adjusted by the NATIONAL GEODETIC SURVEY
 DL3908.in April 2012.
 DL3908
 DL3908.No vertical observational check was made to the station.
 DL3908
 DL3908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3908.GEOID18 height accuracy estimate available here.
 DL3908
 DL3908.The datum origin mark is the primary tidal bench mark designated '975 
 DL3908.1639 F' that is identified by 'VM# 1372' by NOS Center for Operational 
 DL3908.Oceanographic Products and Services (CO-OPS). The mark is found along 
 DL3908.Long Bay, in Charlotte Amalie on St. Thomas in U.S. Virgin Islands as 
 DL3908.part of the National Water Levels Observation Network (NWLON) 
 DL3908.designated 9751639. The Local Mean Sea Level (LMSL) height of 1.552 
 DL3908.meters for this mark originated from the 1983-2001 National Tidal Datum 
 DL3908.Epoch (NTDE) in April 2003. NGS adopted the mark's LMSL height as the 
 DL3908.datum origin point for the United States Virgin Islands Vertical Datum 
 DL3908.(VIVD09) on the island of Thomas, from which all heights on the island 
 DL3908.originate. 
 DL3908
 DL3908.Information on the Tidal Bench Mark designated as VM 1372 and its datum origin
 DL3908.point is located at CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3908
 DL3908.Click photographs - Photos may exist for this station.
 DL3908
 DL3908;                    North         East    Units  Estimated Accuracy
 DL3908;SPC PRVI     -   256,186.5     360,001.9     MT  (+/- 3 meters HH1 GPS) 
 DL3908
 DL3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9714028318(NAD 83)
 DL3908
 DL3908                          SUPERSEDED SURVEY CONTROL
 DL3908
 DL3908.No superseded survey control is available for this station.
 DL3908
 DL3908_MARKER: DS = TRIANGULATION STATION DISK
 DL3908_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL3908+WITH SETTING: PAVEMENT
 DL3908_SP_SET: MOORING BIT BASE
 DL3908_STAMPING: 1639 F 1983
 DL3908_MARK LOGO: NOS
 DL3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3908+STABILITY: SURFACE MOTION
 DL3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3908+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3908
 DL3908  HISTORY     - Date     Condition        Report By
 DL3908  HISTORY     - 1983     MONUMENTED       NOS
 DL3908  HISTORY     - 20070724 GOOD             NGS
 DL3908
 DL3908                          STATION DESCRIPTION
 DL3908
 DL3908'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3908'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3908'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3908'
 DL3908'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 DL3908'TRUMAN) AIRPORT, TAKE AIRPORT ROAD EASTERLY TO HIGHWAY 30, TURN RIGHT
 DL3908'AND PROCEED ON HIGHWAY 30 EASTERLY TO CHARLOTTE AMALIE FROM THE U.S.
 DL3908'COAST GUARD DOCK AT KINGS WHARF AND THE INTERSECTION OF HIGHWAY 30 AND
 DL3908'PORT PLADSON, CONTINUE 1.26 MI (2.0 KM) EASTERLY ALONG HIGHWAY 30 TO
 DL3908'HAVE SIGHT YACHT HAVEN.  TURN RIGHT, SOUTH FOR APPROXIMATELY 0.1 MI
 DL3908'(0.2 KM) TO MARK ON RIGHT.
 DL3908'
 DL3908'EAST OF THE BASE OF A SMALL WOODEN PIER AND TIDE STATION, AT THE
 DL3908'NORTHEAST END OF THE WEST INDIAN DOCK COMPOUND AND THE HAVEN SIGHT
 DL3908'MALL,
 DL3908'
 DL3908'MARK 975 1639 F IS 11.7 M (38.4 FT) NORTHWEST OF THE NORTHEAST FACE OF
 DL3908'THE CARGO RAMP, 5.18 M (17.0 FT) EAST OF WEST FACE OF A BULKHEAD AND
 DL3908'0.61 M (2.0 FT) ABOVE THE PIER DECK SET FLUSH IN THE EAST CORNER OF A
 DL3908'1.83 M (6.0 FT) X 2.44 M (8.0 FT) CONCRETE MOORING BIT BASE (THE
 DL3908'BOLLARD NO LONGER EXISTS), ADJACENT TO A UTILITY POLE.  V1372
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3907 ***********************************************************************
 DL3907  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3907  DESIGNATION -  975 1639 G
 DL3907  PID         -  DL3907
 DL3907  STATE/COUNTY-  VQ/ST THOMAS
 DL3907  COUNTRY     -  US
 DL3907  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3907
 DL3907                         *CURRENT SURVEY CONTROL
 DL3907  ______________________________________________________________________
 DL3907* NAD 83(2011) POSITION- 18 20 04.68515(N) 064 55 09.74983(W)   ADJUSTED
 DL3907* NAD 83(2011) ELLIP HT-   -39.850 (meters)        (06/27/12)   ADJUSTED
 DL3907* NAD 83(2011) EPOCH   -  2010.00
 DL3907* VIVD09  ORTHO HEIGHT -     2.352 (meters)        7.72  (feet) ADJUSTED
 DL3907  ______________________________________________________________________
 DL3907  GEOID HEIGHT    -        -42.184 (meters)                     GEOID18
 DL3907  NAD 83(2011) X  -  2,567,233.767 (meters)                     COMP
 DL3907  NAD 83(2011) Y  - -5,485,285.129 (meters)                     COMP
 DL3907  NAD 83(2011) Z  -  1,993,563.687 (meters)                     COMP
 DL3907  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 DL3907  VERT ORDER      -  FIRST     CLASS II
 DL3907
 DL3907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3907  Standards:
 DL3907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3907  -------------------------------------------------------------------
 DL3907  NETWORK    0.84   1.86           0.31   0.37   0.95      0.02283813
 DL3907  -------------------------------------------------------------------
 DL3907  Click here for local accuracies and other accuracy information.
 DL3907
 DL3907.The horizontal coordinates were established by GPS observations
 DL3907.and adjusted by the National Geodetic Survey in June 2012.
 DL3907
 DL3907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3907.been affixed to the stable North American tectonic plate. See 
 DL3907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3907
 DL3907.The horizontal coordinates are valid at the epoch date displayed above
 DL3907.which is a decimal equivalence of Year/Month/Day.
 DL3907
 DL3907.The orthometric height was determined by differential leveling and
 DL3907.adjusted by the NATIONAL GEODETIC SURVEY
 DL3907.in April 2012.
 DL3907
 DL3907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3907.GEOID18 height accuracy estimate available here.
 DL3907
 DL3907.This Tidal Bench Mark is designated as VM 1382
 DL3907.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3907
 DL3907.Click photographs - Photos may exist for this station.
 DL3907
 DL3907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3907
 DL3907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3907
 DL3907.The ellipsoidal height was determined by GPS observations
 DL3907.and is referenced to NAD 83.
 DL3907
 DL3907. The following values were computed from the NAD 83(2011) position.
 DL3907
 DL3907;                    North         East     Units Scale Factor Converg.
 DL3907;SPC PRVI     -   256,146.278   360,028.047   MT  0.99999550   +0 28 25.3
 DL3907;UTM  20      - 2,028,277.869   297,166.004   MT  1.00010865   -0 36 14.3
 DL3907
 DL3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3907!SPC PRVI     -   1.00000626  x   0.99999550  =   1.00000176
 DL3907!UTM  20      -   1.00000626  x   1.00010865  =   1.00011492
 DL3907
 DL3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9716628277(NAD 83)
 DL3907
 DL3907                          SUPERSEDED SURVEY CONTROL
 DL3907
 DL3907  NAD 83(2007)-  18 20 04.68412(N)    064 55 09.75480(W) AD(2002.00) B
 DL3907  ELLIP H (01/22/10)  -39.874  (m)                       GP(2002.00) 5 1
 DL3907
 DL3907.Superseded values are not recommended for survey control.
 DL3907
 DL3907.NGS no longer adjusts projects to the PR datum.
 DL3907.See file dsdata.pdf to determine how the superseded data were derived.
 DL3907
 DL3907_MARKER: DB = BENCH MARK DISK
 DL3907_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3907_SP_SET: PIER
 DL3907_STAMPING: 1639 G 1983
 DL3907_MARK LOGO: NOS
 DL3907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3907+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2013
 DL3907
 DL3907  HISTORY     - Date     Condition        Report By
 DL3907  HISTORY     - 1983     MONUMENTED       NOS
 DL3907  HISTORY     - 20070724 GOOD             NGS
 DL3907  HISTORY     - 20130323 GOOD             OPUS
 DL3907  HISTORY     - 20190322 MARK NOT FOUND   NGS
 DL3907
 DL3907                          STATION DESCRIPTION
 DL3907
 DL3907'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3907'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3907'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3907'
 DL3907'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 DL3907'TRUMAN) AIRPORT, TAKE AIRPORT ROAD EASTERLY TO HIGHWAY 30, TURN RIGHT
 DL3907'AND PROCEED ON HIGHWAY 30 EASTERLY TO CHARLOTTE AMALIE FROM THE U.S.
 DL3907'COAST GUARD DOCK AT KINGS WHARF AND THE INTERSECTION OF HIGHWAY 30 AND
 DL3907'PORT PLADSON, CONTINUE 1.26 MI (2.0 KM) EASTERLY ALONG HIGHWAY 30 TO
 DL3907'HAVE SIGHT YACHT HAVEN.  TURN RIGHT, SOUTH FOR APPROXIMATELY 0.1 MI
 DL3907'(0.2 KM) TO MARK ON RIGHT THE BENCH MARK IS ON THE NORTHEAST END,
 DL3907'SOUTHEAST CORNER, OF THE WEST INDIA CRUISE SHIP DOCK.
 DL3907'
 DL3907'TIDE MARK IS 6.9 M (22.6 FT) SOUTH OF THE SOUTHEAST CORNER OF A WALL,
 DL3907'4.4 M (14.4 FT) WEST OF AN IRON FENCE CORNER, 0.9 M (3.0 FT) NORTH OF
 DL3907'FIRST BOLLARD, 0.9 M (3.0 FT) EAST OF STEPS.
 DL3907'
 DL3907'MSL IS 2.35200 M (7.71654 FT) - TIED TO CONTROL TIDE STATION NUMBER
 DL3907'9759110 MAGUEYES - EPOCH JANUARY 1983 TO DECEMBER 2001 V1382
 DL3907
 DL3907                          STATION RECOVERY (2013)
 DL3907
 DL3907'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2013 (OPS)
 DL3907'RECOVERED IN GOOD CONDITION.
 DL3907
 DL3907                          STATION RECOVERY (2019)
 DL3907
 DL3907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (SWA)
 DL3907'MARK NOT FOUND-THIS AREA HAS BEEN REFINISHED WITH NEW RAILING.  THERE
 DL3907'HAS BEEN CONCRETE LAID OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3909 ***********************************************************************
 DL3909  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3909  DESIGNATION -  975 1639 L
 DL3909  PID         -  DL3909
 DL3909  STATE/COUNTY-  VQ/ST THOMAS
 DL3909  COUNTRY     -  US
 DL3909  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3909
 DL3909                         *CURRENT SURVEY CONTROL
 DL3909  ______________________________________________________________________
 DL3909* NAD 83(1986) POSITION- 18 20 17.4    (N) 064 55 31.9    (W)   HD_HELD2
 DL3909* VIVD09  ORTHO HEIGHT -     2.301 (meters)        7.55  (feet) ADJUSTED
 DL3909  ______________________________________________________________________
 DL3909  GEOID HEIGHT    -        -42.188 (meters)                     GEOID18
 DL3909  VERT ORDER      -  FIRST     CLASS II
 DL3909
 DL3909.The horizontal coordinates were established by autonomous hand held GPS
 DL3909.observations and have an estimated accuracy of +/- 10 meters.
 DL3909
 DL3909.The orthometric height was determined by differential leveling and
 DL3909.adjusted by the NATIONAL GEODETIC SURVEY
 DL3909.in April 2012.
 DL3909
 DL3909.No vertical observational check was made to the station.
 DL3909
 DL3909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3909.GEOID18 height accuracy estimate available here.
 DL3909
 DL3909.This Tidal Bench Mark is designated as VM 1385
 DL3909.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3909
 DL3909.Click photographs - Photos may exist for this station.
 DL3909
 DL3909;                    North         East    Units  Estimated Accuracy
 DL3909;SPC PRVI     -   256,532.      359,374.      MT  (+/- 10 meters HH2 GPS)
 DL3909
 DL3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9651928675(NAD 83)
 DL3909
 DL3909                          SUPERSEDED SURVEY CONTROL
 DL3909
 DL3909.No superseded survey control is available for this station.
 DL3909
 DL3909_STAMPING: 1639 L 1986
 DL3909_MARK LOGO: NOS
 DL3909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3909+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3909
 DL3909  HISTORY     - Date     Condition        Report By
 DL3909  HISTORY     - 1986     MONUMENTED       NOS
 DL3909  HISTORY     - 20070724 GOOD             NGS
 DL3909  HISTORY     - 20190322 MARK NOT FOUND   NGS
 DL3909
 DL3909                          STATION DESCRIPTION
 DL3909
 DL3909'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 DL3909'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3909'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3909'
 DL3909'FROM THE INTERSECTION OF HIGHWAY 30 AND PORT PLADSON, AT THE UNITED
 DL3909'STATES COAST GUARD STATION IN CHARLOTTE AMALIE, GO O.39 MI EAST OF US
 DL3909'COAST GUARD STATION ON THE SOUTH SIDE OF HIGHWAY 30 (AKA VETERANS
 DL3909'DRIVE). SET IN A 0.3 M (1 FT) WING WALL EXTENDING FROM A SALT WATER
 DL3909'PUMPING STATION BUILDING'S SOUTH FACE, APPROXIMATELY 2 FT (0.6 M)
 DL3909'ABOVE ADJACENT GROUND LEVEL,
 DL3909'
 DL3909'0.9 M (3.0 FT) EAST OF THE SOUTHEAST CORNER OF BUILDING, 11.3 M (37.1
 DL3909'FT) SOUTH OF THE NORTHEAST CORNER OFF THE SAME BUILDING, 2.5 M (8.2
 DL3909'FT) WEST OF THE WEST CURB OF HIGHWAY 30, 0.7 M (2.3 FT) ABOVE SIDEWALK
 DL3909'SETS THE TIDAL MARK. V1385
 DL3909
 DL3909                          STATION RECOVERY (2019)
 DL3909
 DL3909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (SWA)
 DL3909'MARK NOT FOUND.  THIS MARK WAS DESTROYED BY TWO HURRICANES.  NOTHING
 DL3909'WAS LEFT.  THERE IS NOW A NEW ROAD BEING CONSTRUCTED IN IT'S PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3914 ***********************************************************************
 DL3914  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3914  DESIGNATION -  A 1000
 DL3914  PID         -  DL3914
 DL3914  STATE/COUNTY-  VQ/ST THOMAS
 DL3914  COUNTRY     -  US
 DL3914  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3914
 DL3914                         *CURRENT SURVEY CONTROL
 DL3914  ______________________________________________________________________
 DL3914* NAD 83(2011) POSITION- 18 20 18.71645(N) 064 56 43.91666(W)   ADJUSTED
 DL3914* NAD 83(2011) ELLIP HT-   -37.543 (meters)        (06/27/12)   ADJUSTED
 DL3914* NAD 83(2011) EPOCH   -  2010.00
 DL3914* VIVD09  ORTHO HEIGHT -     4.668 (meters)       15.31  (feet) ADJUSTED
 DL3914  ______________________________________________________________________
 DL3914  GEOID HEIGHT    -        -42.196 (meters)                     GEOID18
 DL3914  NAD 83(2011) X  -  2,564,672.736 (meters)                     COMP
 DL3914  NAD 83(2011) Y  - -5,486,335.622 (meters)                     COMP
 DL3914  NAD 83(2011) Z  -  1,993,973.907 (meters)                     COMP
 DL3914  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 DL3914  VERT ORDER      -  FIRST     CLASS II
 DL3914
 DL3914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3914  Standards:
 DL3914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3914  -------------------------------------------------------------------
 DL3914  NETWORK    1.14   2.53           0.43   0.50   1.29      0.06931387
 DL3914  -------------------------------------------------------------------
 DL3914  Click here for local accuracies and other accuracy information.
 DL3914
 DL3914.The horizontal coordinates were established by GPS observations
 DL3914.and adjusted by the National Geodetic Survey in June 2012.
 DL3914
 DL3914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3914.been affixed to the stable North American tectonic plate. See 
 DL3914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3914
 DL3914.The horizontal coordinates are valid at the epoch date displayed above
 DL3914.which is a decimal equivalence of Year/Month/Day.
 DL3914
 DL3914.The orthometric height was determined by differential leveling and
 DL3914.adjusted by the NATIONAL GEODETIC SURVEY
 DL3914.in April 2012.
 DL3914
 DL3914.No vertical observational check was made to the station.
 DL3914
 DL3914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3914.GEOID18 height accuracy estimate available here.
 DL3914
 DL3914.This Tidal Bench Mark is designated as VM 23568
 DL3914.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3914
 DL3914.Click photographs - Photos may exist for this station.
 DL3914
 DL3914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3914
 DL3914.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3914
 DL3914.The ellipsoidal height was determined by GPS observations
 DL3914.and is referenced to NAD 83.
 DL3914
 DL3914. The following values were computed from the NAD 83(2011) position.
 DL3914
 DL3914;                    North         East     Units Scale Factor Converg.
 DL3914;SPC PRVI     -   256,555.001   357,259.715   MT  0.99999562   +0 27 55.9
 DL3914;UTM  20      - 2,028,738.647   294,405.518   MT  1.00012259   -0 36 44.4
 DL3914
 DL3914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3914!SPC PRVI     -   1.00000590  x   0.99999562  =   1.00000152
 DL3914!UTM  20      -   1.00000590  x   1.00012259  =   1.00012849
 DL3914
 DL3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9440528738(NAD 83)
 DL3914
 DL3914                          SUPERSEDED SURVEY CONTROL
 DL3914
 DL3914  NAD 83(2007)-  18 20 18.71541(N)    064 56 43.92163(W) AD(2002.00) B
 DL3914  ELLIP H (01/22/10)  -37.569  (m)                       GP(2002.00) 5 1
 DL3914
 DL3914.Superseded values are not recommended for survey control.
 DL3914
 DL3914.NGS no longer adjusts projects to the PR datum.
 DL3914.See file dsdata.pdf to determine how the superseded data were derived.
 DL3914
 DL3914_MARKER: DV = VERTICAL CONTROL DISK
 DL3914_SETTING: 66 = SET IN ROCK OUTCROP
 DL3914_STAMPING: A 1000 2007
 DL3914_MARK LOGO: NOS
 DL3914_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3914+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 DL3914
 DL3914  HISTORY     - Date     Condition        Report By
 DL3914  HISTORY     - 20070809 MONUMENTED       NGS
 DL3914
 DL3914                          STATION DESCRIPTION
 DL3914
 DL3914'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3914'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3914'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3914'
 DL3914'FROM THE COAST GUARD STATION AT THE INTERSECTION OF PORT PLADSON AND
 DL3914'HIGHWAY 30 (AKA VETERANS DRIVE) GO 1.0 MI (1.6 KM) WESTERLY ALONG
 DL3914'HIGHWAY 30 TO THE SKY BRIDGE AT BANKO POPULAR, TURN RIGHT IMMEDIATELY
 DL3914'PAST IT AND GO NORTHWESTERLY TO THE NEXT INTERSECTION, TURN LEFT
 DL3914'(WESTERLY).  THE STATION IS IMMEDIATELY ON THE RIGHT IN A ROCK OUTCROP
 DL3914'ALONG HIGHWAY 380, NEAR THE BASE OF A HILL.  SET IN THE TOP OF A 2 FT
 DL3914'(0.6 M) X 2 FT (0.6 M) X 1 FT (0.3 M) HIGH AREA OF OUT CROPPING
 DL3914'BEDROCK.
 DL3914'
 DL3914'18.9 M (62.0 FT) EAST OF THE SOUTHEAST CORNER OF A RETAINING WALL, 15
 DL3914'M (49.2 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY, 11.6 M (38.1 FT)
 DL3914'NORTH OF THE CENTERLINE OF HIGHWAY 308, 10.3 M (33.8 FT) SOUTHEAST OF
 DL3914'A UTILITY/POLE, 3.9 M (12.8 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK,
 DL3914'3.9 M (12.8 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE MONUMENT
 DL3914'IS ABOUT 0.4 M (1.3 FT) ABOVE THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0146 ***********************************************************************
 TV0146  DESIGNATION -  ADVENTURE MILL
 TV0146  PID         -  TV0146
 TV0146  STATE/COUNTY-  VQ/ST CROIX
 TV0146  COUNTRY     -  US
 TV0146  USGS QUAD   -  LONG POINT (2013)
 TV0146
 TV0146                         *CURRENT SURVEY CONTROL
 TV0146  ______________________________________________________________________
 TV0146* NAD 83(1997) POSITION- 17 42 40.92972(N) 064 48 34.06597(W)   ADJUSTED
 TV0146  ______________________________________________________________________
 TV0146  GEOID HEIGHT    -        -41.353 (meters)                     GEOID18
 TV0146  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 TV0146  HORZ ORDER      -  THIRD
 TV0146
 TV0146.The horizontal coordinates were established by classical geodetic methods
 TV0146.and adjusted by the National Geodetic Survey in May 1997.
 TV0146
 TV0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0146.GEOID18 height accuracy estimate available here.
 TV0146
 TV0146.Click photographs - Photos may exist for this station.
 TV0146
 TV0146.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0146
 TV0146. The following values were computed from the NAD 83(1997) position.
 TV0146
 TV0146;                    North         East     Units Scale Factor Converg.
 TV0146;SPC PRVI     -   187,264.722   372,257.393   MT  1.00003515   +0 30 29.1
 TV0146;UTM  20      - 1,959,175.068   308,110.143   MT  1.00005527   -0 33 02.3
 TV0146
 TV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0811059175(NAD 83)
 TV0146
 TV0146                          SUPERSEDED SURVEY CONTROL
 TV0146
 TV0146  NAD 83(1993)-  17 42 40.92797(N)    064 48 34.07570(W) AD(       ) 3
 TV0146  NAD 83(1986)-  17 42 40.91154(N)    064 48 34.05552(W) AD(       ) 3
 TV0146  PR          -  17 42 48.00261(N)    064 48 35.53175(W) AD(       ) 3
 TV0146
 TV0146.Superseded values are not recommended for survey control.
 TV0146
 TV0146.NGS no longer adjusts projects to the PR datum.
 TV0146.See file dsdata.pdf to determine how the superseded data were derived.
 TV0146
 TV0146
 TV0146  HISTORY     - Date     Condition        Report By
 TV0146  HISTORY     - 1918     MONUMENTED       CGS
 TV0146  HISTORY     - 1977     GOOD             NGS
 TV0146  HISTORY     - 19950427 GOOD             USPSQD
 TV0146
 TV0146                          STATION DESCRIPTION
 TV0146
 TV0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0146'STATION RECOVERED IN GOOD CONDITION.
 TV0146
 TV0146                          STATION RECOVERY (1995)
 TV0146
 TV0146'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0146'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0065 ***********************************************************************
 TV0065  DESIGNATION -  AEE
 TV0065  PID         -  TV0065
 TV0065  STATE/COUNTY-  VQ/ST CROIX
 TV0065  COUNTRY     -  US
 TV0065  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0065
 TV0065                         *CURRENT SURVEY CONTROL
 TV0065  ______________________________________________________________________
 TV0065* NAD 83(1997) POSITION- 17 45 28.75313(N) 064 40 55.44579(W)   ADJUSTED
 TV0065* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0065  ______________________________________________________________________
 TV0065  GEOID HEIGHT    -        -41.360 (meters)                     GEOID18
 TV0065  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 TV0065  HORZ ORDER      -  THIRD
 TV0065
 TV0065.The horizontal coordinates were established by classical geodetic methods
 TV0065.and adjusted by the National Geodetic Survey in May 1997.
 TV0065
 TV0065.The orthometric height was scaled from a topographic map.
 TV0065
 TV0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0065.GEOID18 height accuracy estimate available here.
 TV0065
 TV0065.Click photographs - Photos may exist for this station.
 TV0065
 TV0065.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0065
 TV0065. The following values were computed from the NAD 83(1997) position.
 TV0065
 TV0065;                    North         East     Units Scale Factor Converg.
 TV0065;SPC PRVI     -   192,548.703   385,721.440   MT  1.00002813   +0 32 52.6
 TV0065;UTM  20      - 1,964,209.042   321,669.527   MT  0.99999320   -0 30 47.4
 TV0065
 TV0065:                Primary Azimuth Mark                     Grid Az
 TV0065:SPC PRVI     -  MT WELCOME MILL                          230 11 07.3
 TV0065:UTM  20      -  MT WELCOME MILL                          231 14 47.3
 TV0065
 TV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2166964209(NAD 83)
 TV0065
 TV0065|---------------------------------------------------------------------|
 TV0065| PID    Reference Object                     Distance      Geod. Az  |
 TV0065|                                                           dddmmss.s |
 TV0065| TV0064 SHOYS MILL                          342.013 METERS 16508     |
 TV0065| TV0101 MT WELCOME MILL                     APPROX. 1.9 KM 2304359.9 |
 TV0065| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 1.3 KM 2560744.1 |
 TV0065| TV0077 ST JOHN CHIMNEY                     APPROX. 6.8 KM 2750331.1 |
 TV0065|---------------------------------------------------------------------|
 TV0065
 TV0065                          SUPERSEDED SURVEY CONTROL
 TV0065
 TV0065  NAD 83(1993)-  17 45 28.75142(N)    064 40 55.45562(W) AD(       ) 3
 TV0065  NAD 83(1986)-  17 45 28.73652(N)    064 40 55.43186(W) AD(       ) 3
 TV0065  PR          -  17 45 35.83228(N)    064 40 56.91619(W) AD(       ) 3
 TV0065
 TV0065.Superseded values are not recommended for survey control.
 TV0065
 TV0065.NGS no longer adjusts projects to the PR datum.
 TV0065.See file dsdata.pdf to determine how the superseded data were derived.
 TV0065
 TV0065
 TV0065  HISTORY     - Date     Condition        Report By
 TV0065  HISTORY     - 1924     MONUMENTED       CGS
 TV0065
 TV0065                          STATION DESCRIPTION
 TV0065
 TV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0065'STATION IS LOCATED ON POINT OF LAND NEAR SHOYS MILL AND
 TV0065'TOGETHER WITH STATION (BEE) REAR BEACON, FORM A PROLONGATION OF
 TV0065'GREAT MIDDLE GROUND RANGE.
 TV0065'
 TV0065'STRUCTURE IS USUAL TRIANGULAR DAYMARK ON CONCRETE POST.
 TV0065'
 TV0065'STATIONS AEE AND BEE ARE NOT DESCRIBED IN BUOY LIST, 1925,
 TV0065'U.S.L.H.S.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0453 ***********************************************************************
 TV0453  DESIGNATION -  AJAK
 TV0453  PID         -  TV0453
 TV0453  STATE/COUNTY-  VQ/ST JOHN
 TV0453  COUNTRY     -  US
 TV0453  USGS QUAD   -  CORAL BAY (2013)
 TV0453
 TV0453                         *CURRENT SURVEY CONTROL
 TV0453  ______________________________________________________________________
 TV0453* NAD 83(1997) POSITION- 18 21 23.59190(N) 064 43 34.87365(W)   ADJUSTED
 TV0453* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0453  ______________________________________________________________________
 TV0453  GEOID HEIGHT    -        -42.222 (meters)                     GEOID18
 TV0453  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 TV0453  HORZ ORDER      -  THIRD
 TV0453
 TV0453.The horizontal coordinates were established by classical geodetic methods
 TV0453.and adjusted by the National Geodetic Survey in May 1997.
 TV0453
 TV0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0453
 TV0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0453.GEOID18 height accuracy estimate available here.
 TV0453
 TV0453.Click photographs - Photos may exist for this station.
 TV0453
 TV0453.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0453
 TV0453. The following values were computed from the NAD 83(1997) position.
 TV0453
 TV0453;                    North         East     Units Scale Factor Converg.
 TV0453;SPC PRVI     -   258,751.636   380,407.550   MT  0.99999624   +0 32 02.7
 TV0453;UTM  20      - 2,030,499.564   317,592.200   MT  1.00001135   -0 32 37.8
 TV0453
 TV0453:                Primary Azimuth Mark                     Grid Az
 TV0453:SPC PRVI     -  LEINSTER                                 057 45 47.4
 TV0453:UTM  20      -  LEINSTER                                 058 50 27.9
 TV0453
 TV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1759230499(NAD 83)
 TV0453
 TV0453|---------------------------------------------------------------------|
 TV0453| PID    Reference Object                     Distance      Geod. Az  |
 TV0453|                                                           dddmmss.s |
 TV0453| TV0448 LEINSTER                            APPROX. 1.7 KM 0581750.1 |
 TV0453| CE4494 AJAK RM 1                            11.920 METERS 27454     |
 TV0453| CE4495 AJAK RM 2                             5.200 METERS 34809     |
 TV0453|---------------------------------------------------------------------|
 TV0453
 TV0453                          SUPERSEDED SURVEY CONTROL
 TV0453
 TV0453  NAD 83(1993)-  18 21 23.59433(N)    064 43 34.87430(W) AD(       ) 3
 TV0453  NAD 83(1986)-  18 21 23.55854(N)    064 43 34.83998(W) AD(       ) 3
 TV0453  PR          -  18 21 30.72491(N)    064 43 36.34818(W) AD(       ) 3
 TV0453  LMSL    (07/19/86)  304.2    (m)          998.     (f) VERT ANG       
 TV0453
 TV0453.Superseded values are not recommended for survey control.
 TV0453
 TV0453.NGS no longer adjusts projects to the PR datum.
 TV0453.See file dsdata.pdf to determine how the superseded data were derived.
 TV0453
 TV0453_MARKER: Z = SEE DESCRIPTION
 TV0453_SETTING: 0 = UNSPECIFIED SETTING
 TV0453
 TV0453  HISTORY     - Date     Condition        Report By
 TV0453  HISTORY     - 1918     MONUMENTED       CGS
 TV0453  HISTORY     - 1946     SEE DESCRIPTION  IAGS
 TV0453
 TV0453                          STATION DESCRIPTION
 TV0453
 TV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0453'STATION IS ON TOP OF THE HIGHEST PART OF THE HILL KNOWN AS AJAK
 TV0453'HILL.  THIS IS THE HIGHEST HILL IN THE RIDGE THAT FORMS THE
 TV0453'BACKBONE OF THE NORTHEASTERN END OF ST. JOHN ISLAND.  IT IS N
 TV0453'OF CAROLINA ESTATE AND S OF ANNABERG.
 TV0453'
 TV0453'MOORS POINT ON E SIDE OF CORAL BAY AND TURNERS POINT ARE ON
 TV0453'RANGE.
 TV0453'
 TV0453'IT IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0453'IN DRILL HOLE IN OUTCROPPING BOULDER 14 BY 11 BY 8 INCHES.
 TV0453'
 TV0453'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK CEMENTED IN
 TV0453'A DRILL HOLE IN A LARGE BOULDER, IT BEARS 85 DEG 06 MIN W (TRUE)
 TV0453'AND IS 11.92 METERS DISTANT FROM THE STATION.
 TV0453'
 TV0453'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0453'IN DRILL HOLE IN OUTCROPPING ROCK, IT BEARS 11 DEG 51 MIN W
 TV0453'(TRUE) AND IS 5.20 METERS DISTANT FROM STATION.
 TV0453
 TV0453                          STATION RECOVERY (1946)
 TV0453
 TV0453'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0453'STATION IS A STANDARD BRASS DISK, CEMENTED IN A LOW ROCK OUTCROP
 TV0453'ON THE HIGHEST PART OF AJAK HILL, APPROXIMATELY 15 FT. N OF A
 TV0453'WIRE FENCE RUNNING ALONG THE RIDGETOP, AND 6 FT. NW OF A
 TV0453'2-FT.-DIAMETER TREE.  TOP OF HILL IS VERY THICKLY WOODED WITH
 TV0453'TREES, CACTUS, AND BRUSH UP TO 30 FT. IN HEIGHT.
 TV0453'
 TV0453'TO REACH THE STATION FROM CRUZ BAY, PROCEED E ON CENTER ROAD
 TV0453'FOR ABOUT 5-1/2 MI. TO THE INTERSECTION WITH FREDERIKDAL ROAD
 TV0453'ABOUT 1/2 MI. SW OF STATION.  FROM THIS INTERSECTION, ENTER THE
 TV0453'BRUSH AND PROCEED NE ALONG THE WIRE FENCE WHICH LEADS GENERALLY
 TV0453'ALONG THE RIDGETOP TO THE TOP OF THE HILL.  THERE IS NO TRAIL
 TV0453'AND THE HEAVY BRUSH NECESSITATES CLEARING A PATH.  THE WIRE
 TV0453'FENCE PASSES 15 FT. FROM THE STATION ON THE HILLTOP.
 TV0453'
 TV0453'REFERENCE MARKS ARE STANDARD BRASS DISKS, CEMENTED IN ROCKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3602 ***********************************************************************
 DL3602  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3602  DESIGNATION -  ALLEN
 DL3602  PID         -  DL3602
 DL3602  STATE/COUNTY-  VQ/ST JOHN
 DL3602  COUNTRY     -  US
 DL3602  USGS QUAD   -  CRUZ BAY (2013)
 DL3602
 DL3602                         *CURRENT SURVEY CONTROL
 DL3602  ______________________________________________________________________
 DL3602* NAD 83(1986) POSITION- 18 19 51.32   (N) 064 47 24.83   (W)   HD_HELD1
 DL3602* VIVD09  ORTHO HEIGHT -    44.844 (meters)      147.13  (feet) ADJUSTED
 DL3602  ______________________________________________________________________
 DL3602  GEOID HEIGHT    -        -42.183 (meters)                     GEOID18
 DL3602  VERT ORDER      -  FIRST     CLASS II
 DL3602
 DL3602.The horizontal coordinates were determined by differentially corrected
 DL3602.hand held GPS observations or other comparable positioning techniques
 DL3602.and have an estimated accuracy of +/- 3 meters.
 DL3602
 DL3602.The orthometric height was determined by differential leveling and
 DL3602.adjusted by the NATIONAL GEODETIC SURVEY
 DL3602.in April 2012.
 DL3602
 DL3602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3602.GEOID18 height accuracy estimate available here.
 DL3602
 DL3602.This Tidal Bench Mark is designated as VM 23549
 DL3602.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3602
 DL3602.Click photographs - Photos may exist for this station.
 DL3602
 DL3602;                    North         East    Units  Estimated Accuracy
 DL3602;SPC PRVI     -   255,853.0     373,682.2     MT  (+/- 3 meters HH1 GPS) 
 DL3602
 DL3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1081327727(NAD 83)
 DL3602
 DL3602                          SUPERSEDED SURVEY CONTROL
 DL3602
 DL3602.No superseded survey control is available for this station.
 DL3602
 DL3602_MARKER: DV = VERTICAL CONTROL DISK
 DL3602_SETTING: 66 = SET IN ROCK OUTCROP
 DL3602_STAMPING: ALLEN 2007
 DL3602_MARK LOGO: NGS
 DL3602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3602+STABILITY: POSITION/ELEVATION WELL
 DL3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3602+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3602
 DL3602  HISTORY     - Date     Condition        Report By
 DL3602  HISTORY     - 20070815 MONUMENTED       NGS
 DL3602  HISTORY     - 20080415 GOOD             NGS
 DL3602
 DL3602                          STATION DESCRIPTION
 DL3602
 DL3602'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3602'THE STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) EAST-NORTHEAST OF CRUZ
 DL3602'BAY.
 DL3602'
 DL3602'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3602'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3602'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3602'10.  TURN LEFT AND GO EASTERLY FOR 0.3 MI (0.5 KM) ON HIGHWAY 10 TO
 DL3602'THE STATION ON THE LEFT.
 DL3602'
 DL3602'IT IS LOCATED 24.0 M (78.7 FT) NORTH FROM THE CENTERLINE OF HIGHWAY,
 DL3602'18.2 M (59.7 FT) NORTH-NORTHWEST FROM A UTILITY POLE, 16.6 M (54.5 FT)
 DL3602'NORTHWEST FROM A UTILITY POLE, 6.2 M (20.3 FT) NORTHWEST FROM A
 DL3602'12-INCH (30 CM) TREE, 8.2 M (26.9 FT) SOUTH FROM THE CENTER OF A
 DL3602'DRIVEWAY AND SET IN A DRILL HOLE IN THE TOP OF A 2 FT (0.6 M) BY 4 FT
 DL3602'(1.2 M) ROCK OUTCROP PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0467 ***********************************************************************
 TV0467  DESIGNATION -  AMERICA
 TV0467  PID         -  TV0467
 TV0467  STATE/COUNTY-  VQ/ST JOHN
 TV0467  COUNTRY     -  US
 TV0467  USGS QUAD   -  CORAL BAY (2013)
 TV0467
 TV0467                         *CURRENT SURVEY CONTROL
 TV0467  ______________________________________________________________________
 TV0467* NAD 83(1997) POSITION- 18 21 13.56703(N) 064 45 00.09043(W)   ADJUSTED
 TV0467  ______________________________________________________________________
 TV0467  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0467  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 TV0467  HORZ ORDER      -  THIRD
 TV0467
 TV0467.The horizontal coordinates were established by classical geodetic methods
 TV0467.and adjusted by the National Geodetic Survey in May 1997.
 TV0467
 TV0467.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0467.GEOID18 height accuracy estimate available here.
 TV0467
 TV0467.Click photographs - Photos may exist for this station.
 TV0467
 TV0467.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0467
 TV0467. The following values were computed from the NAD 83(1997) position.
 TV0467
 TV0467;                    North         East     Units Scale Factor Converg.
 TV0467;SPC PRVI     -   258,420.270   377,908.674   MT  0.99999614   +0 31 36.1
 TV0467;UTM  20      - 2,030,215.259   315,087.481   MT  1.00002273   -0 33 04.4
 TV0467
 TV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1508730215(NAD 83)
 TV0467
 TV0467                          SUPERSEDED SURVEY CONTROL
 TV0467
 TV0467  NAD 83(1993)-  18 21 13.56909(N)    064 45 00.09173(W) AD(       ) 3
 TV0467  NAD 83(1986)-  18 21 13.53391(N)    064 45 00.05653(W) AD(       ) 3
 TV0467  PR          -  18 21 20.69887(N)    064 45 01.56422(W) AD(       ) 3
 TV0467
 TV0467.Superseded values are not recommended for survey control.
 TV0467
 TV0467.NGS no longer adjusts projects to the PR datum.
 TV0467.See file dsdata.pdf to determine how the superseded data were derived.
 TV0467
 TV0467
 TV0467  HISTORY     - Date     Condition        Report By
 TV0467  HISTORY     - 1918     MONUMENTED       CGS
 TV0467  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0467
 TV0467                          STATION DESCRIPTION
 TV0467
 TV0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0467'STATION IS THE CENTER OF THE FOUNDATION FOR THE OLD FLAGPOLE,
 TV0467'ON AMERICA HILL.
 TV0467
 TV0467                          STATION RECOVERY (1924)
 TV0467
 TV0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0467'NO ATTEMPT WAS MADE AT PHYSICAL RECOVERY.  HIGHEST POINT OF
 TV0467'HOUSE USED AS STATION IN HYDROGRAPHY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0457 ***********************************************************************
 TV0457  DESIGNATION -  ANNA 1918
 TV0457  PID         -  TV0457
 TV0457  STATE/COUNTY-  VQ/ST JOHN
 TV0457  COUNTRY     -  US
 TV0457  USGS QUAD   -  CORAL BAY (2013)
 TV0457
 TV0457                         *CURRENT SURVEY CONTROL
 TV0457  ______________________________________________________________________
 TV0457* NAD 83(1997) POSITION- 18 22 09.46370(N) 064 44 00.36784(W)   ADJUSTED
 TV0457* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0457  ______________________________________________________________________
 TV0457  GEOID HEIGHT    -        -42.242 (meters)                     GEOID18
 TV0457  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 TV0457  HORZ ORDER      -  THIRD
 TV0457
 TV0457.The horizontal coordinates were established by classical geodetic methods
 TV0457.and adjusted by the National Geodetic Survey in May 1997.
 TV0457
 TV0457.The orthometric height was scaled from a topographic map.
 TV0457
 TV0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0457.GEOID18 height accuracy estimate available here.
 TV0457
 TV0457.Click photographs - Photos may exist for this station.
 TV0457
 TV0457.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0457
 TV0457. The following values were computed from the NAD 83(1997) position.
 TV0457
 TV0457;                    North         East     Units Scale Factor Converg.
 TV0457;SPC PRVI     -   260,154.969   379,646.025   MT  0.99999674   +0 31 54.8
 TV0457;UTM  20      - 2,031,917.000   316,857.203   MT  1.00001467   -0 32 47.1
 TV0457
 TV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1685731917(NAD 83)
 TV0457
 TV0457                          SUPERSEDED SURVEY CONTROL
 TV0457
 TV0457  NAD 83(1993)-  18 22 09.46591(N)    064 44 00.36907(W) AD(       ) 3
 TV0457  NAD 83(1986)-  18 22 09.43016(N)    064 44 00.33377(W) AD(       ) 3
 TV0457  PR          -  18 22 16.59737(N)    064 44 01.84146(W) AD(       ) 3
 TV0457
 TV0457.Superseded values are not recommended for survey control.
 TV0457
 TV0457.NGS no longer adjusts projects to the PR datum.
 TV0457.See file dsdata.pdf to determine how the superseded data were derived.
 TV0457
 TV0457_MARKER: Z = SEE DESCRIPTION
 TV0457_SETTING: 0 = UNSPECIFIED SETTING
 TV0457
 TV0457  HISTORY     - Date     Condition        Report By
 TV0457  HISTORY     - 1918     MONUMENTED       CGS
 TV0457  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0457
 TV0457                          STATION DESCRIPTION
 TV0457
 TV0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0457'STATION IS ON THE EASTERN END OF MARYS POINT, N SHORE OF
 TV0457'ST. JOHN ISLAND.  IT IS ABOUT 75 METERS NW OF THE SOUTHEASTERN
 TV0457'END OF THE HIGH CLIFFS FORMING THE SHORE LINE HERE.
 TV0457'
 TV0457'MARKED BY A STANDARD BRASS TRIANGULATION STATION DISK CEMENTED
 TV0457'IN THE ROCK.
 TV0457'
 TV0457'TWO STANDARD BRASS REFERENCE MARKS WERE CEMENTED IN THE ROCKS,
 TV0457'BUT NO ANGLES OR DISTANCES TO THEM WERE MEASURED.
 TV0457
 TV0457                          STATION RECOVERY (1926)
 TV0457
 TV0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0457'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0455 ***********************************************************************
 TV0455  DESIGNATION -  ANNABERG MILL
 TV0455  PID         -  TV0455
 TV0455  STATE/COUNTY-  VQ/ST JOHN
 TV0455  COUNTRY     -  US
 TV0455  USGS QUAD   -  CORAL BAY (2013)
 TV0455
 TV0455                         *CURRENT SURVEY CONTROL
 TV0455  ______________________________________________________________________
 TV0455* NAD 83(1997) POSITION- 18 21 46.79356(N) 064 43 46.11879(W)   ADJUSTED
 TV0455  ______________________________________________________________________
 TV0455  GEOID HEIGHT    -        -42.232 (meters)                     GEOID18
 TV0455  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 TV0455  HORZ ORDER      -  THIRD
 TV0455
 TV0455.The horizontal coordinates were established by classical geodetic methods
 TV0455.and adjusted by the National Geodetic Survey in May 1997.
 TV0455
 TV0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0455.GEOID18 height accuracy estimate available here.
 TV0455
 TV0455.Click photographs - Photos may exist for this station.
 TV0455
 TV0455.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0455
 TV0455. The following values were computed from the NAD 83(1997) position.
 TV0455
 TV0455;                    North         East     Units Scale Factor Converg.
 TV0455;SPC PRVI     -   259,461.880   380,070.789   MT  0.99999649   +0 31 59.2
 TV0455;UTM  20      - 2,031,216.028   317,268.856   MT  1.00001281   -0 32 42.0
 TV0455
 TV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1726831216(NAD 83)
 TV0455
 TV0455                          SUPERSEDED SURVEY CONTROL
 TV0455
 TV0455  NAD 83(1993)-  18 21 46.79575(N)    064 43 46.11990(W) AD(       ) 3
 TV0455  NAD 83(1986)-  18 21 46.76013(N)    064 43 46.08492(W) AD(       ) 3
 TV0455  PR          -  18 21 53.92873(N)    064 43 47.59286(W) AD(       ) 3
 TV0455
 TV0455.Superseded values are not recommended for survey control.
 TV0455
 TV0455.NGS no longer adjusts projects to the PR datum.
 TV0455.See file dsdata.pdf to determine how the superseded data were derived.
 TV0455
 TV0455
 TV0455  HISTORY     - Date     Condition        Report By
 TV0455  HISTORY     - 1918     MONUMENTED       CGS
 TV0455  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0455
 TV0455                          STATION DESCRIPTION
 TV0455
 TV0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0455'STATION IS THE CENTER OF THE LARGE STONE ROUND STRUCTURE, WHICH
 TV0455'WAS FORMERLY A SUGAR MILL AT ANNABERG ESTATE ON THE N SIDE OF
 TV0455'ST. JOHN ISLAND.  THE MILL IS ON A KNOLL AND THEREFORE STANDS
 TV0455'OUT CONSPICUOUSLY.
 TV0455
 TV0455                          STATION RECOVERY (1926)
 TV0455
 TV0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0455'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0130 ***********************************************************************
 TV0130  DESIGNATION -  ANQUILLA CHIMNEY
 TV0130  PID         -  TV0130
 TV0130  STATE/COUNTY-  VQ/ST CROIX
 TV0130  COUNTRY     -  US
 TV0130  USGS QUAD   -  LONG POINT (2013)
 TV0130
 TV0130                         *CURRENT SURVEY CONTROL
 TV0130  ______________________________________________________________________
 TV0130* NAD 83(1997) POSITION- 17 42 20.04777(N) 064 46 45.13316(W)   ADJUSTED
 TV0130  ______________________________________________________________________
 TV0130  GEOID HEIGHT    -        -41.279 (meters)                     GEOID18
 TV0130  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 TV0130  HORZ ORDER      -  THIRD
 TV0130
 TV0130.The horizontal coordinates were established by classical geodetic methods
 TV0130.and adjusted by the National Geodetic Survey in May 1997.
 TV0130
 TV0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0130.GEOID18 height accuracy estimate available here.
 TV0130
 TV0130.Click photographs - Photos may exist for this station.
 TV0130
 TV0130.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0130
 TV0130. The following values were computed from the NAD 83(1997) position.
 TV0130
 TV0130;                    North         East     Units Scale Factor Converg.
 TV0130;SPC PRVI     -   186,651.467   375,472.940   MT  1.00003608   +0 31 03.2
 TV0130;UTM  20      - 1,958,502.493   311,313.849   MT  1.00004020   -0 32 28.5
 TV0130
 TV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1131358502(NAD 83)
 TV0130
 TV0130                          SUPERSEDED SURVEY CONTROL
 TV0130
 TV0130  NAD 83(1993)-  17 42 20.04604(N)    064 46 45.14289(W) AD(       ) 3
 TV0130  NAD 83(1986)-  17 42 20.02876(N)    064 46 45.12116(W) AD(       ) 3
 TV0130  PR          -  17 42 27.11900(N)    064 46 46.59904(W) AD(       ) 3
 TV0130
 TV0130.Superseded values are not recommended for survey control.
 TV0130
 TV0130.NGS no longer adjusts projects to the PR datum.
 TV0130.See file dsdata.pdf to determine how the superseded data were derived.
 TV0130
 TV0130_MARKER: 85 = CHIMNEY
 TV0130
 TV0130  HISTORY     - Date     Condition        Report By
 TV0130  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0130  HISTORY     - 1965     GOOD             CGS
 TV0130  HISTORY     - 1972     GOOD             NGS
 TV0130  HISTORY     - 1977     GOOD             NGS
 TV0130  HISTORY     - 19950427 GOOD             USPSQD
 TV0130
 TV0130                          STATION DESCRIPTION
 TV0130
 TV0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0130'THE STATION IS LOCATED APPROX. 5460 FEET EAST OF THE ALEXANDER
 TV0130'HAMILTON AIRPORT TERMINAL BUILDING AND AT THE RUINS OF THE EASTE
 TV0130'ANQUILLA.  THE CHIMNEY IS 139 FEET SOUTHEAST OF THE INTERSECTIONS
 TV0130'OF THE RANGE OF NORTH-SOUTH AND EAST-WEST CONCRETE WALL, 93
 TV0130'FEET NORTH OF A WINDMILL WITH A CONCRETE BASE, AND CONSTRUCTED
 TV0130'OF STONE AND BRICK.  THE CHIMNEY IS A FOUR SIDED OBJECT WHICH
 TV0130'IS 11 FEET BY 11 FEET AT THE BASE AND TAPERS TO APPROX. 6 FEET
 TV0130'BY 6 FEET AT THE TOP AND PROJECTS ABOUT 87 FEET ABOVE THE
 TV0130'SURROUNDING SURFACE.
 TV0130
 TV0130                          STATION RECOVERY (1972)
 TV0130
 TV0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 TV0130'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TV0130'DESCRIBED BY VES IN 1965.
 TV0130'
 TV0130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 TV0130'SOUTHWEST OF CHRISTIANSTED.
 TV0130
 TV0130                          STATION RECOVERY (1977)
 TV0130
 TV0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0130'STATION RECOVERED IN GOOD CONDITION.
 TV0130
 TV0130                          STATION RECOVERY (1995)
 TV0130
 TV0130'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1532 ***********************************************************************
 TV1532  SACS        -  This is a Secondary Airport Control Station.
 TV1532  DESIGNATION -  AP STA B
 TV1532  PID         -  TV1532
 TV1532  STATE/COUNTY-  VQ/ST THOMAS
 TV1532  COUNTRY     -  US
 TV1532  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1532
 TV1532                         *CURRENT SURVEY CONTROL
 TV1532  ______________________________________________________________________
 TV1532* NAD 83(2011) POSITION- 18 20 17.64492(N) 064 58 31.31856(W)   ADJUSTED
 TV1532* NAD 83(2011) ELLIP HT-   -39.337 (meters)        (06/27/12)   ADJUSTED
 TV1532* NAD 83(2011) EPOCH   -  2010.00
 TV1532* VIVD09  ORTHO HEIGHT -     2.843 (meters)        9.33  (feet) ADJUSTED
 TV1532  ______________________________________________________________________
 TV1532  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 TV1532  NAD 83(2011) X  -  2,561,819.323 (meters)                     COMP
 TV1532  NAD 83(2011) Y  - -5,487,678.151 (meters)                     COMP
 TV1532  NAD 83(2011) Z  -  1,993,942.071 (meters)                     COMP
 TV1532  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 TV1532  VERT ORDER      -  FIRST     CLASS II
 TV1532
 TV1532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1532  Standards:
 TV1532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1532  -------------------------------------------------------------------
 TV1532  NETWORK    3.05   7.29           1.09   1.37   3.72     -0.01024838
 TV1532  -------------------------------------------------------------------
 TV1532  Click here for local accuracies and other accuracy information.
 TV1532
 TV1532.This mark is at Cyril E King Airport (STT)
 TV1532
 TV1532.The horizontal coordinates were established by GPS observations
 TV1532.and adjusted by the National Geodetic Survey in June 2012.
 TV1532
 TV1532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1532.been affixed to the stable North American tectonic plate. See 
 TV1532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1532
 TV1532.The horizontal coordinates are valid at the epoch date displayed above
 TV1532.which is a decimal equivalence of Year/Month/Day.
 TV1532
 TV1532.The orthometric height was determined by differential leveling and
 TV1532.adjusted by the NATIONAL GEODETIC SURVEY
 TV1532.in April 2012.
 TV1532
 TV1532.No vertical observational check was made to the station.
 TV1532
 TV1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1532.GEOID18 height accuracy estimate available here.
 TV1532
 TV1532.Click photographs - Photos may exist for this station.
 TV1532
 TV1532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1532
 TV1532.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1532
 TV1532.The ellipsoidal height was determined by GPS observations
 TV1532.and is referenced to NAD 83.
 TV1532
 TV1532. The following values were computed from the NAD 83(2011) position.
 TV1532
 TV1532;                    North         East     Units Scale Factor Converg.
 TV1532;SPC PRVI     -   256,496.693   354,106.623   MT  0.99999561   +0 27 22.3
 TV1532;UTM  20      - 2,028,739.664   291,251.460   MT  1.00013875   -0 37 18.2
 TV1532
 TV1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1532!SPC PRVI     -   1.00000618  x   0.99999561  =   1.00000179
 TV1532!UTM  20      -   1.00000618  x   1.00013875  =   1.00014494
 TV1532
 TV1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9125128739(NAD 83)
 TV1532
 TV1532|---------------------------------------------------------------------|
 TV1532| PID    Reference Object                     Distance      Geod. Az  |
 TV1532|                                                           dddmmss.s |
 TV1532| AB9317 STT E                               282.855 METERS 16138     |
 TV1532|---------------------------------------------------------------------|
 TV1532
 TV1532                          SUPERSEDED SURVEY CONTROL
 TV1532
 TV1532  NAD 83(2007)-  18 20 17.64387(N)    064 58 31.32357(W) AD(2002.00) 0
 TV1532  ELLIP H (02/10/07)  -39.351  (m)                       GP(2002.00)    
 TV1532  NAD 83(2002)-  18 20 17.64478(N)    064 58 31.32579(W) AD(       ) 1
 TV1532  ELLIP H (12/06/04)  -39.413  (m)                       GP(       ) 5 1
 TV1532  NAD 83(2002)-  18 20 17.64423(N)    064 58 31.32315(W) AD(       ) 1
 TV1532  ELLIP H (10/13/04)  -39.316  (m)                       GP(       ) 4 2
 TV1532  NAD 83(1996)-  18 20 17.64366(N)    064 58 31.32948(W) AD(       ) 1
 TV1532  ELLIP H (04/24/00)  -39.376  (m)                       GP(       ) 4 2
 TV1532  NAD 83(1997)-  18 20 17.64298(N)    064 58 31.32925(W) AD(       ) 1
 TV1532  ELLIP H (05/12/97)  -39.397  (m)                       GP(       ) 4 2
 TV1532  NAD 83(1993)-  18 20 17.64114(N)    064 58 31.33921(W) AD(       ) 1
 TV1532  ELLIP H (01/13/94)  -39.249  (m)                       GP(       ) 4 1
 TV1532  LMSL    (04/24/00)    2.60   (m)  GEOID99  model used  GPS OBS        
 TV1532  LMSL    (05/12/97)    2.63   (m)  GEOID96  model used  GPS OBS        
 TV1532  LMSL                  2.97   (m)            9.7    (f) LEVELING    3  
 TV1532
 TV1532.Superseded values are not recommended for survey control.
 TV1532
 TV1532.NGS no longer adjusts projects to the PR datum.
 TV1532.See file dsdata.pdf to determine how the superseded data were derived.
 TV1532
 TV1532_MARKER: DT = TOPOGRAPHIC STATION DISK
 TV1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV1532_STAMPING: AP STA B 1959
 TV1532_MARK LOGO: CGS
 TV1532_PROJECTION: FLUSH
 TV1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1532+STABILITY: SURFACE MOTION
 TV1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1532+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 TV1532
 TV1532  HISTORY     - Date     Condition        Report By
 TV1532  HISTORY     - 1959     MONUMENTED       CGS
 TV1532  HISTORY     - 19930322 GOOD             NGS
 TV1532  HISTORY     - 20000304 GOOD             NGS
 TV1532  HISTORY     - 20070724 GOOD             NGS
 TV1532
 TV1532                          STATION DESCRIPTION
 TV1532
 TV1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TV1532'THE STATION IS LOCATED AT THE WESTERN SECTION OF THE CYRIL E. KING
 TV1532'AIRPORT IN CHARLOTTE AMALIE, ST THOMAS, USVI, NEAR THE END OF RUNWAY
 TV1532'END 10.
 TV1532'IT IS 38.56 M (126.51 FT) WEST OF RUNWAY LIGHT 20 (THE THIRD LT EAST
 TV1532'OF RUNWAY END), 37.43 M (122.80 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 TV1532'OF A 3X3 FOOT CONCRETE DRAIN, 20.94 M (68.70 FT) EAST OF THE SECOND
 TV1532'RUNWAY LIGHT EAST OF THE RUNWAY END 4.88 M (16.01 FT) NORTH OF THE
 TV1532'EDGE OF RUNWAY PAVING.
 TV1532
 TV1532                          STATION RECOVERY (1993)
 TV1532
 TV1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TV1532'THIS STATION IS LOCATED IN THE WESTERN SECTION OF THE CYRIL E KING
 TV1532'AIRPORT NEAR RUNWAY END 10.  IT IS 126.5 FT (38.6 M) WEST OF RUNWAY
 TV1532'LIGHT 20, THE THIRD LIGHT EAST OF THE RUNWAY END, 122.8 FT (37.4 M)
 TV1532'SOUTHWEST OF THE SOUTHWEST CORNER OF A 3 FOOT (0.9 M) X 3 FOOT (0.9 M)
 TV1532'CONCRETE DRAIN, 68.7 FT (20.9 M) EAST OF THE SECOND RUNWAY LIGHT EAST
 TV1532'OF THE RUNWAY END, 16.0 FT (4.9 M) NORTH OF THE NORTH EDGE OF THE
 TV1532'RUNWAY PAVING.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10
 TV1532'INCH CONCRETE POST 1 INCH UNDERGROUND AND STAMPED AP 1959 STA B.
 TV1532
 TV1532                          STATION RECOVERY (2000)
 TV1532
 TV1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 TV1532'THE STATION IS LOCATED MIDFIELD AND ALONG THE NORTH EDGE OF THE RUNWAY
 TV1532'AT THE CYRIL E KING AIRPORT.  OWNERSHIP--VIRGIN ISLANDS PORT
 TV1532'AUTHORITY, P O BOX 1707 ST THOMAS, US VIRGIN ISLANDS, 00803.  THE
 TV1532'AIRPORT MANAGER IS BARBARA RICKETTS.  THE PHONE NUMBER IS 809 774
 TV1532'5100.  TO REACH THE STATION FROM A GATE AT THE WEST END OF THE FEDEX
 TV1532'AND AIR CARGO BUILDING ON THE SOUTH SIDE OF THE AIRPORT, GO NORTHERLY
 TV1532'FOR 0.3 MI (0.5 KM) ACROSS A RAMP TO PARALLEL TAXIWAY A, CONTINUE
 TV1532'NORTHERLY FOR 0.15 MI (0.24 KM) CROSSING THE PARALLEL TAXIWAY AND
 TV1532'RUNWAY ON CONNECTING TAXIWAYS TO A PARALLEL TAXIWAY RIGHT AND AN
 TV1532'ABANDONED PORTION OF RUNWAY LEFT, TURN LEFT AND GO WEST FOR 0.05 MI
 TV1532'(0.08 KM) ON THE ABANDONED RUNWAY TO THE STATION ON THE RIGHT JUST
 TV1532'PAST THE AIR TRAFFIC CONTROL TOWER ON THE RIGHT.  THE STATION IS
 TV1532'LOCATED 372 FT (113.4 M) SOUTHWEST OF THE SOUTH FACE OF THE AIR
 TV1532'TRAFFIC CONTROL TOWER, 134.9 FT (41.1 M) SOUTHEAST OF THE SOUTHEAST
 TV1532'CORNER OF A 3 BY 3-FOOT METAL UTILITY BOX, FT NORTH OF THE NORTH EDGE
 TV1532'OF THE ABANDONED RUNWAY SHOULDER, 6.0 FT (1.8 M) SOUTH OF A WITNESS
 TV1532'POST, AND 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND SURFACE.
 TV1532'NOTE--THIS STATION IS DESIGNATED AS A SACS.
 TV1532
 TV1532                          STATION RECOVERY (2007)
 TV1532
 TV1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1532'RECOVERED IN GOOD CONDITION ACCESS TO THE BENCH MARK IS BY PERMISSION
 TV1532'ONLY.  ACCESS AND ESCORT MUST BE OBTAINED FROM THE AIRPORT AUTHORITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7149 ***********************************************************************
 DK7149  DESIGNATION -  B 1000
 DK7149  PID         -  DK7149
 DK7149  STATE/COUNTY-  VQ/ST CROIX
 DK7149  COUNTRY     -  US
 DK7149  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7149
 DK7149                         *CURRENT SURVEY CONTROL
 DK7149  ______________________________________________________________________
 DK7149* NAD 83(1986) POSITION- 17 43 38.9    (N) 064 44 54.0    (W)   HD_HELD2
 DK7149* VIVD09  ORTHO HEIGHT -    34.704 (meters)      113.86  (feet) ADJUSTED
 DK7149  ______________________________________________________________________
 DK7149  GEOID HEIGHT    -        -41.316 (meters)                     GEOID18
 DK7149  VERT ORDER      -  FIRST     CLASS II
 DK7149
 DK7149.The horizontal coordinates were established by autonomous hand held GPS
 DK7149.observations and have an estimated accuracy of +/- 10 meters.
 DK7149
 DK7149.The orthometric height was determined by differential leveling and
 DK7149.adjusted by the NATIONAL GEODETIC SURVEY
 DK7149.in April 2012.
 DK7149
 DK7149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7149.GEOID18 height accuracy estimate available here.
 DK7149
 DK7149.Click photographs - Photos may exist for this station.
 DK7149
 DK7149;                    North         East    Units  Estimated Accuracy
 DK7149;SPC PRVI     -   189,106.      378,725.      MT  (+/- 10 meters HH2 GPS)
 DK7149
 DK7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1461160895(NAD 83)
 DK7149
 DK7149                          SUPERSEDED SURVEY CONTROL
 DK7149
 DK7149.No superseded survey control is available for this station.
 DK7149
 DK7149_MARKER: DV = VERTICAL CONTROL DISK
 DK7149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7149_SP_SET: STORM DRAIN
 DK7149_STAMPING: B 1000 2007
 DK7149_MARK LOGO: NGS
 DK7149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7149+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7149
 DK7149  HISTORY     - Date     Condition        Report By
 DK7149  HISTORY     - 20070801 MONUMENTED       NGS
 DK7149
 DK7149                          STATION DESCRIPTION
 DK7149
 DK7149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7149'THE MARK IS LOCATED AT THE SUNNY ISLE SHOPPING CENTER.
 DK7149'
 DK7149'TO REACH FROM THE POLICE STATION AT THE JUNCTION OF HWY.75 AND 70,
 DK7149'TRAVEL 3.55 MI (5.7 KM) WEST ON HWY.70 TO THE JUNCTION OF HWY.66 AND
 DK7149'THE MARK ON THE RIGHT. THE MARK IS A STANDARD NGS VERTICAL CONTROL
 DK7149'DISK SET IN A 6 FT (1.8 M) X 6 FT (1.8 M) CONCRETE STORM DRAIN.
 DK7149'
 DK7149'THE MARK IS 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF HWY.70, 13.5 M
 DK7149'(44.3 FT) SOUTHWEST OF THE SOUTHWEST POST SUPPORTING SIGN, 6.6 M (21.7
 DK7149'FT) NORTHWEST OF UTILITY POLE, 0.3 M (1.0 FT) SOUTHEAST OF THE NORTH
 DK7149'END OF CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7150 ***********************************************************************
 DK7150  DESIGNATION -  B 1001
 DK7150  PID         -  DK7150
 DK7150  STATE/COUNTY-  VQ/ST CROIX
 DK7150  COUNTRY     -  US
 DK7150  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7150
 DK7150                         *CURRENT SURVEY CONTROL
 DK7150  ______________________________________________________________________
 DK7150* NAD 83(1986) POSITION- 17 43 48.3    (N) 064 44 22.2    (W)   HD_HELD2
 DK7150* VIVD09  ORTHO HEIGHT -    52.636 (meters)      172.69  (feet) ADJUSTED
 DK7150  ______________________________________________________________________
 DK7150  GEOID HEIGHT    -        -41.301 (meters)                     GEOID18
 DK7150  VERT ORDER      -  FIRST     CLASS II
 DK7150
 DK7150.The horizontal coordinates were established by autonomous hand held GPS
 DK7150.observations and have an estimated accuracy of +/- 10 meters.
 DK7150
 DK7150.The orthometric height was determined by differential leveling and
 DK7150.adjusted by the NATIONAL GEODETIC SURVEY
 DK7150.in April 2012.
 DK7150
 DK7150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7150.GEOID18 height accuracy estimate available here.
 DK7150
 DK7150.Click photographs - Photos may exist for this station.
 DK7150
 DK7150;                    North         East    Units  Estimated Accuracy
 DK7150;SPC PRVI     -   189,403.      379,660.      MT  (+/- 10 meters HH2 GPS)
 DK7150
 DK7150_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1555061176(NAD 83)
 DK7150
 DK7150                          SUPERSEDED SURVEY CONTROL
 DK7150
 DK7150.No superseded survey control is available for this station.
 DK7150
 DK7150_MARKER: DV = VERTICAL CONTROL DISK
 DK7150_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7150_SP_SET: RETAINING WALL
 DK7150_STAMPING: B 1001 2007
 DK7150_MARK LOGO: NGS
 DK7150_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7150+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7150
 DK7150  HISTORY     - Date     Condition        Report By
 DK7150  HISTORY     - 20070801 MONUMENTED       NGS
 DK7150
 DK7150                          STATION DESCRIPTION
 DK7150
 DK7150'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7150'THE MARK IS LOCATED ALONG HWY.70 ON ST.CROIX.
 DK7150'
 DK7150'TO REACH THE MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.70
 DK7150'AND 75 TRAVEL WEST ON HWY.70 FOR 2.92 MI (4.7 KM) TO THE STATION ON
 DK7150'THE RIGHT.
 DK7150'
 DK7150'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN A CONCRETE RETAINING
 DK7150'WALL.THE MARK IS 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF HWY.70,
 DK7150'22.5 M (73.8 FT) EAST OF UTILITY POLE, 0.6 M (2.0 FT) SOUTHWEST OF
 DK7150'UTILITY POLE, 10.9 M (35.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK7150'BUILDING, 1.1 M (3.6 FT) NORTHWEST OF THE SOUTHEAST END OF RETAINING
 DK7150'WALL, 2.5 M (8.2 FT) SOUTH OF THE NORTH END OF RETAINING WALL.1.1 M
 DK7150'ABOVE THE LEVEL OF DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7148 ***********************************************************************
 DK7148  DESIGNATION -  B 1002
 DK7148  PID         -  DK7148
 DK7148  STATE/COUNTY-  VQ/ST CROIX
 DK7148  COUNTRY     -  US
 DK7148  USGS QUAD   -  LONG POINT (2013)
 DK7148
 DK7148                         *CURRENT SURVEY CONTROL
 DK7148  ______________________________________________________________________
 DK7148* NAD 83(2011) POSITION- 17 43 28.12176(N) 064 45 26.45927(W)   ADJUSTED
 DK7148* NAD 83(2011) ELLIP HT-    -2.593 (meters)        (06/27/12)   ADJUSTED
 DK7148* NAD 83(2011) EPOCH   -  2010.00
 DK7148* VIVD09  ORTHO HEIGHT -    38.742 (meters)      127.11  (feet) ADJUSTED
 DK7148  ______________________________________________________________________
 DK7148  GEOID HEIGHT    -        -41.325 (meters)                     GEOID18
 DK7148  NAD 83(2011) X  -  2,591,663.852 (meters)                     COMP
 DK7148  NAD 83(2011) Y  - -5,496,941.212 (meters)                     COMP
 DK7148  NAD 83(2011) Z  -  1,929,359.221 (meters)                     COMP
 DK7148  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 DK7148  VERT ORDER      -  FIRST     CLASS II
 DK7148
 DK7148  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7148  Standards:
 DK7148         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7148            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7148  -------------------------------------------------------------------
 DK7148  NETWORK    1.87   3.67           0.65   0.85   1.87      0.16045484
 DK7148  -------------------------------------------------------------------
 DK7148  Click here for local accuracies and other accuracy information.
 DK7148
 DK7148.The horizontal coordinates were established by GPS observations
 DK7148.and adjusted by the National Geodetic Survey in June 2012.
 DK7148
 DK7148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7148.been affixed to the stable North American tectonic plate. See 
 DK7148.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7148
 DK7148.The horizontal coordinates are valid at the epoch date displayed above
 DK7148.which is a decimal equivalence of Year/Month/Day.
 DK7148
 DK7148.The orthometric height was determined by differential leveling and
 DK7148.adjusted by the NATIONAL GEODETIC SURVEY
 DK7148.in April 2012.
 DK7148
 DK7148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7148.GEOID18 height accuracy estimate available here.
 DK7148
 DK7148.Click photographs - Photos may exist for this station.
 DK7148
 DK7148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7148
 DK7148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7148
 DK7148.The ellipsoidal height was determined by GPS observations
 DK7148.and is referenced to NAD 83.
 DK7148
 DK7148. The following values were computed from the NAD 83(2011) position.
 DK7148
 DK7148;                    North         East     Units Scale Factor Converg.
 DK7148;SPC PRVI     -   188,765.375   377,772.016   MT  1.00003311   +0 31 27.8
 DK7148;UTM  20      - 1,960,573.541   313,651.608   MT  1.00002936   -0 32 06.6
 DK7148
 DK7148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7148!SPC PRVI     -   1.00000041  x   1.00003311  =   1.00003352
 DK7148!UTM  20      -   1.00000041  x   1.00002936  =   1.00002977
 DK7148
 DK7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1365160573(NAD 83)
 DK7148
 DK7148                          SUPERSEDED SURVEY CONTROL
 DK7148
 DK7148  NAD 83(2007)-  17 43 28.12072(N)    064 45 26.46427(W) AD(2002.00) B
 DK7148  ELLIP H (01/22/10)   -2.611  (m)                       GP(2002.00) 5 1
 DK7148
 DK7148.Superseded values are not recommended for survey control.
 DK7148
 DK7148.NGS no longer adjusts projects to the PR datum.
 DK7148.See file dsdata.pdf to determine how the superseded data were derived.
 DK7148
 DK7148_MARKER: DV = VERTICAL CONTROL DISK
 DK7148_SETTING: 66 = SET IN ROCK OUTCROP
 DK7148_STAMPING: B 1002 2007
 DK7148_MARK LOGO: NGS
 DK7148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7148+STABILITY: POSITION/ELEVATION WELL
 DK7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7148+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2015
 DK7148
 DK7148  HISTORY     - Date     Condition        Report By
 DK7148  HISTORY     - 20070801 MONUMENTED       NGS
 DK7148  HISTORY     - 20150916 GOOD             NGS
 DK7148
 DK7148                          STATION DESCRIPTION
 DK7148
 DK7148'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7148'0.61 MI (1.0 KM) WEST ALONG HWY.66 FROM THE JUNCTION OF HWY.70 AND 66
 DK7148'AT THE SUNNY ISLE SHOPPING CENTER.THE MARK IS ON THE LEFT 1.25 M (4.1
 DK7148'FT) ABOVE ROAD.
 DK7148'
 DK7148'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN A ROCK OUTCROP.  THE
 DK7148'MARK IS 31.5 M (103.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 DK7148'BUILDING, 21.3 M (69.9 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 DK7148'BUILDING, 54.7 M (179.5 FT) EAST OF A UTILITY POLE.
 DK7148
 DK7148                          STATION RECOVERY (2015)
 DK7148
 DK7148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (LDS)
 DK7148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7144 ***********************************************************************
 DK7144  DESIGNATION -  B 1003
 DK7144  PID         -  DK7144
 DK7144  STATE/COUNTY-  VQ/ST CROIX
 DK7144  COUNTRY     -  US
 DK7144  USGS QUAD   -  LONG POINT (2013)
 DK7144
 DK7144                         *CURRENT SURVEY CONTROL
 DK7144  ______________________________________________________________________
 DK7144* NAD 83(1986) POSITION- 17 43 12.9    (N) 064 46 16.4    (W)   HD_HELD2
 DK7144* VIVD09  ORTHO HEIGHT -    47.896 (meters)      157.14  (feet) ADJUSTED
 DK7144  ______________________________________________________________________
 DK7144  GEOID HEIGHT    -        -41.335 (meters)                     GEOID18
 DK7144  VERT ORDER      -  FIRST     CLASS II
 DK7144
 DK7144.The horizontal coordinates were established by autonomous hand held GPS
 DK7144.observations and have an estimated accuracy of +/- 10 meters.
 DK7144
 DK7144.The orthometric height was determined by differential leveling and
 DK7144.adjusted by the NATIONAL GEODETIC SURVEY
 DK7144.in April 2012.
 DK7144
 DK7144.No vertical observational check was made to the station.
 DK7144
 DK7144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7144.GEOID18 height accuracy estimate available here.
 DK7144
 DK7144.Click photographs - Photos may exist for this station.
 DK7144
 DK7144;                    North         East    Units  Estimated Accuracy
 DK7144;SPC PRVI     -   188,284.      376,305.      MT  (+/- 10 meters HH2 GPS)
 DK7144
 DK7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1217560119(NAD 83)
 DK7144
 DK7144                          SUPERSEDED SURVEY CONTROL
 DK7144
 DK7144.No superseded survey control is available for this station.
 DK7144
 DK7144_MARKER: DV = VERTICAL CONTROL DISK
 DK7144_SETTING: 66 = SET IN ROCK OUTCROP
 DK7144_STAMPING: B 1003 2007
 DK7144_MARK LOGO: NGS
 DK7144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7144+STABILITY: POSITION/ELEVATION WELL
 DK7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7144+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7144
 DK7144  HISTORY     - Date     Condition        Report By
 DK7144  HISTORY     - 20070801 MONUMENTED       NGS
 DK7144
 DK7144                          STATION DESCRIPTION
 DK7144
 DK7144'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7144'TO REACH FROM THE SUNNY ISLE SHOPPING CENTER AT THE JUNCTION OF HWY.66
 DK7144'AND 70, TRAVEL 1.6 MI (2.6 KM) ALONG HWY.66 TO THE MARK ON THE LEFT
 DK7144'1.5 M (4.9 FT) ABOVE ROAD.
 DK7144'
 DK7144'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN ROCK OUTCROP.  THE
 DK7144'MARK IS 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 DK7144'10.7 M (35.1 FT) WEST OF A UTILITY POLE, 14.1 M (46.3 FT) SOUTHEAST OF
 DK7144'THE CENTER OF AN ACCESS COVER, 3.5 M (11.5 FT) NORTH OF A FENCE
 DK7144'CORNER, 16.0 M (52.5 FT) SOUTH OF A JERSEY WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7143 ***********************************************************************
 DK7143  DESIGNATION -  B 1004
 DK7143  PID         -  DK7143
 DK7143  STATE/COUNTY-  VQ/ST CROIX
 DK7143  COUNTRY     -  US
 DK7143  USGS QUAD   -  LONG POINT (2013)
 DK7143
 DK7143                         *CURRENT SURVEY CONTROL
 DK7143  ______________________________________________________________________
 DK7143* NAD 83(1986) POSITION- 17 42 47.4    (N) 064 46 46.1    (W)   HD_HELD2
 DK7143* VIVD09  ORTHO HEIGHT -    30.367 (meters)       99.63  (feet) ADJUSTED
 DK7143  ______________________________________________________________________
 DK7143  GEOID HEIGHT    -        -41.315 (meters)                     GEOID18
 DK7143  VERT ORDER      -  FIRST     CLASS II
 DK7143
 DK7143.The horizontal coordinates were established by autonomous hand held GPS
 DK7143.observations and have an estimated accuracy of +/- 10 meters.
 DK7143
 DK7143.The orthometric height was determined by differential leveling and
 DK7143.adjusted by the NATIONAL GEODETIC SURVEY
 DK7143.in April 2012.
 DK7143
 DK7143.No vertical observational check was made to the station.
 DK7143
 DK7143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7143.GEOID18 height accuracy estimate available here.
 DK7143
 DK7143.Click photographs - Photos may exist for this station.
 DK7143
 DK7143;                    North         East    Units  Estimated Accuracy
 DK7143;SPC PRVI     -   187,492.      375,437.      MT  (+/- 10 meters HH2 GPS)
 DK7143
 DK7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1129359343(NAD 83)
 DK7143
 DK7143                          SUPERSEDED SURVEY CONTROL
 DK7143
 DK7143.No superseded survey control is available for this station.
 DK7143
 DK7143_MARKER: DV = VERTICAL CONTROL DISK
 DK7143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7143_SP_SET: VAULT
 DK7143_STAMPING: B 1004 2007
 DK7143_MARK LOGO: NGS
 DK7143_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7143+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7143
 DK7143  HISTORY     - Date     Condition        Report By
 DK7143  HISTORY     - 20070801 MONUMENTED       NGS
 DK7143
 DK7143                          STATION DESCRIPTION
 DK7143
 DK7143'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7143'TO REACH FROM THE SUNNY ISLE SHOPPING CENTER AT THE JUNCTION OF HWY.66
 DK7143'AND 70, TRAVEL WEST ON HWY.66 FOR 2.32 MI (3.7 KM) TO THE MARK ON THE
 DK7143'LEFT.
 DK7143'
 DK7143'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN A 4 FT (1.2 M) X 4 FT
 DK7143'(1.2 M) CONCRETE VAULT.  THE MARK IS 12.1 M (39.7 FT) SOUTH-SOUTHEAST
 DK7143'OF A LIGHT POLE, 1.7 M (5.6 FT) SOUTH OF THE NORTHWEST CORNER OF
 DK7143'VAULT, 0.3 M (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF VAULT, 8.6 M
 DK7143'(28.2 FT) NORTHWEST OF UTILITY POLE, 1.2 M (3.9 FT) SOUTHWEST OF
 DK7143'CENTER OF ACCESS COVER, AND 6.5 M (21.3 FT) SOUTH OF THE CENTERLINE OF
 DK7143'WEST BOUND LANES OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7142 ***********************************************************************
 DK7142  DESIGNATION -  B 1005
 DK7142  PID         -  DK7142
 DK7142  STATE/COUNTY-  VQ/ST CROIX
 DK7142  COUNTRY     -  US
 DK7142  USGS QUAD   -  LONG POINT (2013)
 DK7142
 DK7142                         *CURRENT SURVEY CONTROL
 DK7142  ______________________________________________________________________
 DK7142* NAD 83(1986) POSITION- 17 42 24.7    (N) 064 47 10.5    (W)   HD_HELD2
 DK7142* VIVD09  ORTHO HEIGHT -    10.344 (meters)       33.94  (feet) ADJUSTED
 DK7142  ______________________________________________________________________
 DK7142  GEOID HEIGHT    -        -41.295 (meters)                     GEOID18
 DK7142  VERT ORDER      -  SECOND    CLASS I
 DK7142
 DK7142.The horizontal coordinates were established by autonomous hand held GPS
 DK7142.observations and have an estimated accuracy of +/- 10 meters.
 DK7142
 DK7142.The orthometric height was determined by differential leveling and
 DK7142.adjusted by the NATIONAL GEODETIC SURVEY
 DK7142.in April 2012.
 DK7142
 DK7142.No vertical observational check was made to the station.
 DK7142
 DK7142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7142.GEOID18 height accuracy estimate available here.
 DK7142
 DK7142.Click photographs - Photos may exist for this station.
 DK7142
 DK7142;                    North         East    Units  Estimated Accuracy
 DK7142;SPC PRVI     -   186,788.      374,724.      MT  (+/- 10 meters HH2 GPS)
 DK7142
 DK7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1056758652(NAD 83)
 DK7142
 DK7142                          SUPERSEDED SURVEY CONTROL
 DK7142
 DK7142.No superseded survey control is available for this station.
 DK7142
 DK7142_MARKER: DV = VERTICAL CONTROL DISK
 DK7142_SETTING: 66 = SET IN ROCK OUTCROP
 DK7142_STAMPING: B 1005 2007
 DK7142_MARK LOGO: NGS
 DK7142_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7142+STABILITY: POSITION/ELEVATION WELL
 DK7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7142+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7142
 DK7142  HISTORY     - Date     Condition        Report By
 DK7142  HISTORY     - 20070801 MONUMENTED       NGS
 DK7142
 DK7142                          STATION DESCRIPTION
 DK7142
 DK7142'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7142'THE MARK IS LOCATED ALONG HWY.66 ON ST.CROIX, USVI.    TO REACH FROM
 DK7142'THE JUNCTION OF HWY.66 AND 70 AT THE SUNNY ISLE SHOPPING CENTER,
 DK7142'TRAVEL WEST ON HWY.66 FOR 3.0 MI (4.8 KM) TO A ROAD ON THE LEFT AND
 DK7142'THE MARK ON THE LEFT.
 DK7142'
 DK7142'THE MARK IS A STANDARD NGS VERTICAL CONTROL DISK SET IN ROCK
 DK7142'OUTCROP.THE MARK IS 12.7 M (41.7 FT) SOUTH OF WEST BOUND LANES
 DK7142'CENTERLINE, 20.6 M (67.6 FT) EAST OF THE TRAFFIC LIGHT POLE, 30.1 M
 DK7142'(98.8 FT) EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 1.4 M (4.6 FT)
 DK7142'SOUTHEAST OF ROAD SIGN AND 1.0 M (3.3 FT) ABOVE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7139 ***********************************************************************
 DK7139  DESIGNATION -  B 1006
 DK7139  PID         -  DK7139
 DK7139  STATE/COUNTY-  VQ/ST CROIX
 DK7139  COUNTRY     -  US
 DK7139  USGS QUAD   -  LONG POINT (2013)
 DK7139
 DK7139                         *CURRENT SURVEY CONTROL
 DK7139  ______________________________________________________________________
 DK7139* NAD 83(1986) POSITION- 17 42 27.5    (N) 064 48 01.3    (W)   HD_HELD2
 DK7139* VIVD09  ORTHO HEIGHT -    28.079 (meters)       92.12  (feet) ADJUSTED
 DK7139  ______________________________________________________________________
 DK7139  GEOID HEIGHT    -        -41.318 (meters)                     GEOID18
 DK7139  VERT ORDER      -  FIRST     CLASS II
 DK7139
 DK7139.The horizontal coordinates were established by autonomous hand held GPS
 DK7139.observations and have an estimated accuracy of +/- 10 meters.
 DK7139
 DK7139.The orthometric height was determined by differential leveling and
 DK7139.adjusted by the NATIONAL GEODETIC SURVEY
 DK7139.in April 2012.
 DK7139
 DK7139.No vertical observational check was made to the station.
 DK7139
 DK7139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7139.GEOID18 height accuracy estimate available here.
 DK7139
 DK7139.Click photographs - Photos may exist for this station.
 DK7139
 DK7139;                    North         East    Units  Estimated Accuracy
 DK7139;SPC PRVI     -   186,860.      373,227.      MT  (+/- 10 meters HH2 GPS)
 DK7139
 DK7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0907158752(NAD 83)
 DK7139
 DK7139                          SUPERSEDED SURVEY CONTROL
 DK7139
 DK7139.No superseded survey control is available for this station.
 DK7139
 DK7139_MARKER: DV = VERTICAL CONTROL DISK
 DK7139_SETTING: 66 = SET IN ROCK OUTCROP
 DK7139_STAMPING: B 1006 2007
 DK7139_MARK LOGO: NGS
 DK7139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7139+STABILITY: POSITION/ELEVATION WELL
 DK7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7139+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7139
 DK7139  HISTORY     - Date     Condition        Report By
 DK7139  HISTORY     - 20070801 MONUMENTED       NGS
 DK7139
 DK7139                          STATION DESCRIPTION
 DK7139
 DK7139'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7139'THE MARK IS LOCATED 3.96 MI (6.4 KM) ALONG HWY.70 FROM THE
 DK7139'INTERSECTION OF HWY.75 AND 70 ON THE LEFT.  APPROXIMATELY 0.1 KM (0.1
 DK7139'MI) EAST OF HWY.669.
 DK7139'
 DK7139'THE MARK IS 12.4 M (40.7 FT) SOUTH OF THE WEST END OF JERSEY WALL, 28
 DK7139'M (91.9 FT) SOUTHWEST OF STREET LIGHT POLE, 20.5 M (67.3 FT) EAST OF
 DK7139'ELECTRICAL BOX, 18 M (59.1 FT) WEST OF CENTER OF THE EAST ONE OF TWO
 DK7139'SEWER COVERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7145 ***********************************************************************
 DK7145  DESIGNATION -  B 1007
 DK7145  PID         -  DK7145
 DK7145  STATE/COUNTY-  VQ/ST CROIX
 DK7145  COUNTRY     -  US
 DK7145  USGS QUAD   -  LONG POINT (2013)
 DK7145
 DK7145                         *CURRENT SURVEY CONTROL
 DK7145  ______________________________________________________________________
 DK7145* NAD 83(1986) POSITION- 17 42 30.2    (N) 064 46 01.2    (W)   HD_HELD2
 DK7145* VIVD09  ORTHO HEIGHT -     5.081 (meters)       16.67  (feet) ADJUSTED
 DK7145  ______________________________________________________________________
 DK7145  GEOID HEIGHT    -        -41.271 (meters)                     GEOID18
 DK7145  VERT ORDER      -  FIRST     CLASS II
 DK7145
 DK7145.The horizontal coordinates were established by autonomous hand held GPS
 DK7145.observations and have an estimated accuracy of +/- 10 meters.
 DK7145
 DK7145.The orthometric height was determined by differential leveling and
 DK7145.adjusted by the NATIONAL GEODETIC SURVEY
 DK7145.in April 2012.
 DK7145
 DK7145.No vertical observational check was made to the station.
 DK7145
 DK7145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7145.GEOID18 height accuracy estimate available here.
 DK7145
 DK7145.Click photographs - Photos may exist for this station.
 DK7145
 DK7145;                    North         East    Units  Estimated Accuracy
 DK7145;SPC PRVI     -   186,975.      376,765.      MT  (+/- 10 meters HH2 GPS)
 DK7145
 DK7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1261158802(NAD 83)
 DK7145
 DK7145                          SUPERSEDED SURVEY CONTROL
 DK7145
 DK7145.No superseded survey control is available for this station.
 DK7145
 DK7145_MARKER: DV = VERTICAL CONTROL DISK
 DK7145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7145_SP_SET: HEADWALL
 DK7145_STAMPING: B 1007 2007
 DK7145_MARK LOGO: NGS
 DK7145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7145+STABILITY: SURFACE MOTION
 DK7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7145+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7145
 DK7145  HISTORY     - Date     Condition        Report By
 DK7145  HISTORY     - 20070801 MONUMENTED       NGS
 DK7145
 DK7145                          STATION DESCRIPTION
 DK7145
 DK7145'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7145'1.6 MI (2.6 KM) WESTERLY ON HWY.66 FROM THE INTERSECTION OF HWY.66 AND
 DK7145'70 TO A JUNCTION OF A NORTH-SOUTH ROAD, TURN LEFT AND GO SOUTH FOR.90
 DK7145'MI (1.4 KM) TO CULVERT ON THE LEFT AT THE SHARP CORNER LEFT, IN THE
 DK7145'TOP OF AND.4 M (1.3 FT) NORTH OF THE NORTHWEST END OF CONCRETE
 DK7145'HEADWALL.
 DK7145'
 DK7145'THE MARK IS A VERTICAL CONTROL DISK SET IN DRILL HOLE.  29.1 M (95.5
 DK7145'FT) NORTH A UTILITY POLE, 8.3 M (27.2 FT) EAST OF THE ROAD CENTERLINE,
 DK7145'3.4 M (11.2 FT) WEST OF A FENCE,
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7146 ***********************************************************************
 DK7146  DESIGNATION -  B 1008
 DK7146  PID         -  DK7146
 DK7146  STATE/COUNTY-  VQ/ST CROIX
 DK7146  COUNTRY     -  US
 DK7146  USGS QUAD   -  LONG POINT (2013)
 DK7146
 DK7146                         *CURRENT SURVEY CONTROL
 DK7146  ______________________________________________________________________
 DK7146* NAD 83(1986) POSITION- 17 42 23.5    (N) 064 45 31.3    (W)   HD_HELD2
 DK7146* VIVD09  ORTHO HEIGHT -     4.615 (meters)       15.14  (feet) ADJUSTED
 DK7146  ______________________________________________________________________
 DK7146  GEOID HEIGHT    -        -41.251 (meters)                     GEOID18
 DK7146  VERT ORDER      -  FIRST     CLASS II
 DK7146
 DK7146.The horizontal coordinates were established by autonomous hand held GPS
 DK7146.observations and have an estimated accuracy of +/- 10 meters.
 DK7146
 DK7146.The orthometric height was determined by differential leveling and
 DK7146.adjusted by the NATIONAL GEODETIC SURVEY
 DK7146.in April 2012.
 DK7146
 DK7146.No vertical observational check was made to the station.
 DK7146
 DK7146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7146.GEOID18 height accuracy estimate available here.
 DK7146
 DK7146.Click photographs - Photos may exist for this station.
 DK7146
 DK7146;                    North         East    Units  Estimated Accuracy
 DK7146;SPC PRVI     -   186,777.      377,648.      MT  (+/- 10 meters HH2 GPS)
 DK7146
 DK7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1349058588(NAD 83)
 DK7146
 DK7146                          SUPERSEDED SURVEY CONTROL
 DK7146
 DK7146.No superseded survey control is available for this station.
 DK7146
 DK7146_MARKER: DV = VERTICAL CONTROL DISK
 DK7146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7146_SP_SET: HEADWALL
 DK7146_STAMPING: B 1008 2007
 DK7146_MARK LOGO: NGS
 DK7146_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7146+STABILITY: SURFACE MOTION
 DK7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7146+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7146
 DK7146  HISTORY     - Date     Condition        Report By
 DK7146  HISTORY     - 20070801 MONUMENTED       NGS
 DK7146
 DK7146                          STATION DESCRIPTION
 DK7146
 DK7146'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7146'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST ALONG HWY.66 FROM THE
 DK7146'JUNCTION OF HWY.66 AND 70.
 DK7146'
 DK7146'TO REACH FROM SUNNY ISLE SHOPPING CENTER TRAVEL FOR 1.6 MI (2.6 KM) TO
 DK7146'A NORTH SOUTH ROAD, TURN LEFT AND TRAVEL SOUTH FOR 1.5 MI (2.4 KM) TO
 DK7146'MARK ON THE RIGHT.
 DK7146'
 DK7146'THE MARK IS A VERTICAL CONTROL DISK SET IN A DRILL HOLE OF CONCRETE
 DK7146'HEADWALL.THE MARK IS 19.9 M (65.3 FT) SOUTH OF EAST-WEST ROAD CENTER,
 DK7146'12.7 M WEST OF NORTH-SOUTH ROAD CENTER, 7.6 M (24.9 FT) WEST OF THE
 DK7146'EAST END OF HEADWALL, 9.9 M (32.5 FT) EAST OF THE WEST END OF
 DK7146'HEADWALL, 15.8 M (51.8 FT) SOUTHEAST OF A UTILITY POLE AND FENCE
 DK7146'CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7147 ***********************************************************************
 DK7147  DESIGNATION -  B 1009
 DK7147  PID         -  DK7147
 DK7147  STATE/COUNTY-  VQ/ST CROIX
 DK7147  COUNTRY     -  US
 DK7147  USGS QUAD   -  LONG POINT (2013)
 DK7147
 DK7147                         *CURRENT SURVEY CONTROL
 DK7147  ______________________________________________________________________
 DK7147* NAD 83(1986) POSITION- 17 41 58.2    (N) 064 45 22.9    (W)   HD_HELD2
 DK7147* VIVD09  ORTHO HEIGHT -     5.584 (meters)       18.32  (feet) ADJUSTED
 DK7147  ______________________________________________________________________
 DK7147  GEOID HEIGHT    -        -41.230 (meters)                     GEOID18
 DK7147  VERT ORDER      -  FIRST     CLASS II
 DK7147
 DK7147.The horizontal coordinates were established by autonomous hand held GPS
 DK7147.observations and have an estimated accuracy of +/- 10 meters.
 DK7147
 DK7147.The orthometric height was determined by differential leveling and
 DK7147.adjusted by the NATIONAL GEODETIC SURVEY
 DK7147.in April 2012.
 DK7147
 DK7147.No vertical observational check was made to the station.
 DK7147
 DK7147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7147.GEOID18 height accuracy estimate available here.
 DK7147
 DK7147.Click photographs - Photos may exist for this station.
 DK7147
 DK7147;                    North         East    Units  Estimated Accuracy
 DK7147;SPC PRVI     -   186,002.      377,902.      MT  (+/- 10 meters HH2 GPS)
 DK7147
 DK7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1373057808(NAD 83)
 DK7147
 DK7147                          SUPERSEDED SURVEY CONTROL
 DK7147
 DK7147.No superseded survey control is available for this station.
 DK7147
 DK7147_MARKER: DV = VERTICAL CONTROL DISK
 DK7147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7147_SP_SET: HEADWALL
 DK7147_STAMPING: B 1009 2007
 DK7147_MARK LOGO: NGS
 DK7147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7147+STABILITY: SURFACE MOTION
 DK7147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7147+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7147
 DK7147  HISTORY     - Date     Condition        Report By
 DK7147  HISTORY     - 20070801 MONUMENTED       NGS
 DK7147
 DK7147                          STATION DESCRIPTION
 DK7147
 DK7147'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7147'TO REACH FROM THE JUNCTION OF HWY.66 AND 70 AT SUNNY ISLE SHOPPING
 DK7147'CENTER, TRAVEL 1.6 MI (2.6 KM) WEST ON HWY.66 TO THE JUNCTION OF A
 DK7147'NORTH-SOUTH, TURN LEFT AND TRAVEL SOUTH FOR 2.0 MI (3.2 KM) TO A ROAD
 DK7147'RIGHT, TURN RIGHT AND GO WEST FOR 200 FT (61.0 M) TO THE MARK ON THE
 DK7147'RIGHT.
 DK7147'
 DK7147'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN HEADWALL.  THE MARK IS
 DK7147'5.2 M (17.1 FT) NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 29.1 M
 DK7147'(95.5 FT) WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 24.4 M (80.1 FT)
 DK7147'NORTHWEST OF UTILITY POLE, 0.25 M (0.8 FT) WEST OF THE EAST END OF
 DK7147'HEADWALL
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7151 ***********************************************************************
 DK7151  DESIGNATION -  B 1010
 DK7151  PID         -  DK7151
 DK7151  STATE/COUNTY-  VQ/ST CROIX
 DK7151  COUNTRY     -  US
 DK7151  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7151
 DK7151                         *CURRENT SURVEY CONTROL
 DK7151  ______________________________________________________________________
 DK7151* NAD 83(1986) POSITION- 17 43 24.8    (N) 064 44 04.1    (W)   HD_HELD2
 DK7151* VIVD09  ORTHO HEIGHT -    28.371 (meters)       93.08  (feet) ADJUSTED
 DK7151  ______________________________________________________________________
 DK7151  GEOID HEIGHT    -        -41.259 (meters)                     GEOID18
 DK7151  VERT ORDER      -  FIRST     CLASS II
 DK7151
 DK7151.The horizontal coordinates were established by autonomous hand held GPS
 DK7151.observations and have an estimated accuracy of +/- 10 meters.
 DK7151
 DK7151.The orthometric height was determined by differential leveling and
 DK7151.adjusted by the NATIONAL GEODETIC SURVEY
 DK7151.in April 2012.
 DK7151
 DK7151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7151.GEOID18 height accuracy estimate available here.
 DK7151
 DK7151.Click photographs - Photos may exist for this station.
 DK7151
 DK7151;                    North         East    Units  Estimated Accuracy
 DK7151;SPC PRVI     -   188,686.      380,200.      MT  (+/- 10 meters HH2 GPS)
 DK7151
 DK7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1607760448(NAD 83)
 DK7151
 DK7151                          SUPERSEDED SURVEY CONTROL
 DK7151
 DK7151.No superseded survey control is available for this station.
 DK7151
 DK7151_MARKER: DV = VERTICAL CONTROL DISK
 DK7151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7151_SP_SET: HEADWALL
 DK7151_STAMPING: B 1010 2007
 DK7151_MARK LOGO: NGS
 DK7151_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7151+STABILITY: SURFACE MOTION
 DK7151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7151+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7151
 DK7151  HISTORY     - Date     Condition        Report By
 DK7151  HISTORY     - 20070801 MONUMENTED       NGS
 DK7151
 DK7151                          STATION DESCRIPTION
 DK7151
 DK7151'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7151'THE MARK IS LOCATED ALONG HWY.83 ON ST.CROIX.
 DK7151'
 DK7151'TO REACH FROM THE POLICE STATION AT THE JUNCTION OF HWY.70 AND 75,
 DK7151'TRAVEL WEST ALONG HWY.70 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF
 DK7151'HWY.83, TURN LEFT AND TRAVEL SOUTH FOR 0.75 MI (1.2 KM) TO THE MARK ON
 DK7151'THE LEFT. THE MARK IS A STANDARD NGS VERTICAL DISK SET IN A CONCRETE
 DK7151'HEADWALL.
 DK7151'
 DK7151'THE MARK IS 4.4 M (14.4 FT) EAST OF THE CENTERLINE OF HWY.83, 11.0 M
 DK7151'(36.1 FT) SOUTH OF HWY.68 SIGN, 10.4 M (34.1 FT) NORTH OF BUS STOP
 DK7151'SIGN, 5.2 M (17.1 FT) SOUTH OF THE NORTH END OF HEADWALL, 4.1 M (13.5
 DK7151'FT) NORTH OF THE SOUTH END OF HEADWALL, 1.5 M (4.9 FT) WEST OF THE
 DK7151'EXTENDED EDGE OF HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7152 ***********************************************************************
 DK7152  DESIGNATION -  B 1011
 DK7152  PID         -  DK7152
 DK7152  STATE/COUNTY-  VQ/ST CROIX
 DK7152  COUNTRY     -  US
 DK7152  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7152
 DK7152                         *CURRENT SURVEY CONTROL
 DK7152  ______________________________________________________________________
 DK7152* NAD 83(1986) POSITION- 17 43 51.8    (N) 064 43 29.9    (W)   HD_HELD2
 DK7152* VIVD09  ORTHO HEIGHT -    55.234 (meters)      181.21  (feet) ADJUSTED
 DK7152  ______________________________________________________________________
 DK7152  GEOID HEIGHT    -        -41.263 (meters)                     GEOID18
 DK7152  VERT ORDER      -  FIRST     CLASS II
 DK7152
 DK7152.The horizontal coordinates were established by autonomous hand held GPS
 DK7152.observations and have an estimated accuracy of +/- 10 meters.
 DK7152
 DK7152.The orthometric height was determined by differential leveling and
 DK7152.adjusted by the NATIONAL GEODETIC SURVEY
 DK7152.in April 2012.
 DK7152
 DK7152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7152.GEOID18 height accuracy estimate available here.
 DK7152
 DK7152.Click photographs - Photos may exist for this station.
 DK7152
 DK7152;                    North         East    Units  Estimated Accuracy
 DK7152;SPC PRVI     -   189,525.      381,199.      MT  (+/- 10 meters HH2 GPS)
 DK7152
 DK7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1709261269(NAD 83)
 DK7152
 DK7152                          SUPERSEDED SURVEY CONTROL
 DK7152
 DK7152.No superseded survey control is available for this station.
 DK7152
 DK7152_MARKER: DV = VERTICAL CONTROL DISK
 DK7152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7152_SP_SET: HEADWALL
 DK7152_STAMPING: B 1011 2007
 DK7152_MARK LOGO: NGS
 DK7152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7152+STABILITY: SURFACE MOTION
 DK7152
 DK7152  HISTORY     - Date     Condition        Report By
 DK7152  HISTORY     - 20070801 MONUMENTED       NGS
 DK7152
 DK7152                          STATION DESCRIPTION
 DK7152
 DK7152'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7152'THE MARK IS LOCATED ALONG HWY.70.
 DK7152'
 DK7152'TO REACH MARK FROM THE POLICE STATION AT THE JUNCTION OF HWY.70 AND
 DK7152'75, TRAVEL WEST ON HWY.70 FOR 1.52 MI (2.4 KM) TO MARK ON THE LEFT.
 DK7152'
 DK7152'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN CONCRETE HEADWALL.
 DK7152'THE MARK IS 14.5 M (47.6 FT) SOUTH OF UTILITY POLE, 6.3 M (20.7 FT)
 DK7152'SOUTHEAST OF THE CENTERLINE OF HWY.70, 25.0 M (82.0 FT) EAST-SOUTHEAST
 DK7152'OF UTILITY POLE, 12.9 M (42.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 DK7152'CORNER OF CULVERT, 1.4 M (4.6 FT) NORTHEAST OF THE SOUTHWEST END OF
 DK7152'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7153 ***********************************************************************
 DK7153  DESIGNATION -  B 1012
 DK7153  PID         -  DK7153
 DK7153  STATE/COUNTY-  VQ/ST CROIX
 DK7153  COUNTRY     -  US
 DK7153  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7153
 DK7153                         *CURRENT SURVEY CONTROL
 DK7153  ______________________________________________________________________
 DK7153* NAD 83(2011) POSITION- 17 44 13.54122(N) 064 43 12.61855(W)   ADJUSTED
 DK7153* NAD 83(2011) ELLIP HT-    28.672 (meters)        (06/27/12)   ADJUSTED
 DK7153* NAD 83(2011) EPOCH   -  2010.00
 DK7153* VIVD09  ORTHO HEIGHT -    69.962 (meters)      229.53  (feet) ADJUSTED
 DK7153  ______________________________________________________________________
 DK7153  GEOID HEIGHT    -        -41.284 (meters)                     GEOID18
 DK7153  NAD 83(2011) X  -  2,595,061.267 (meters)                     COMP
 DK7153  NAD 83(2011) Y  - -5,494,900.779 (meters)                     COMP
 DK7153  NAD 83(2011) Z  -  1,930,698.778 (meters)                     COMP
 DK7153  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 DK7153  VERT ORDER      -  FIRST     CLASS II
 DK7153
 DK7153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7153  Standards:
 DK7153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7153  -------------------------------------------------------------------
 DK7153  NETWORK    1.74   3.45           0.62   0.78   1.76      0.08630799
 DK7153  -------------------------------------------------------------------
 DK7153  Click here for local accuracies and other accuracy information.
 DK7153
 DK7153.The horizontal coordinates were established by GPS observations
 DK7153.and adjusted by the National Geodetic Survey in June 2012.
 DK7153
 DK7153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7153.been affixed to the stable North American tectonic plate. See 
 DK7153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7153
 DK7153.The horizontal coordinates are valid at the epoch date displayed above
 DK7153.which is a decimal equivalence of Year/Month/Day.
 DK7153
 DK7153.The orthometric height was determined by differential leveling and
 DK7153.adjusted by the NATIONAL GEODETIC SURVEY
 DK7153.in April 2012.
 DK7153
 DK7153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7153.GEOID18 height accuracy estimate available here.
 DK7153
 DK7153.Click photographs - Photos may exist for this station.
 DK7153
 DK7153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7153
 DK7153.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7153
 DK7153.The ellipsoidal height was determined by GPS observations
 DK7153.and is referenced to NAD 83.
 DK7153
 DK7153. The following values were computed from the NAD 83(2011) position.
 DK7153
 DK7153;                    North         East     Units Scale Factor Converg.
 DK7153;SPC PRVI     -   190,198.214   381,702.316   MT  1.00003119   +0 32 09.7
 DK7153;UTM  20      - 1,961,933.417   317,607.693   MT  1.00001132   -0 31 27.1
 DK7153
 DK7153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7153!SPC PRVI     -   0.99999549  x   1.00003119  =   1.00002668
 DK7153!UTM  20      -   0.99999549  x   1.00001132  =   1.00000681
 DK7153
 DK7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1760761933(NAD 83)
 DK7153
 DK7153                          SUPERSEDED SURVEY CONTROL
 DK7153
 DK7153  NAD 83(2007)-  17 44 13.54018(N)    064 43 12.62356(W) AD(2002.00) B
 DK7153  ELLIP H (01/22/10)   28.654  (m)                       GP(2002.00) 5 1
 DK7153
 DK7153.Superseded values are not recommended for survey control.
 DK7153
 DK7153.NGS no longer adjusts projects to the PR datum.
 DK7153.See file dsdata.pdf to determine how the superseded data were derived.
 DK7153
 DK7153_MARKER: DV = VERTICAL CONTROL DISK
 DK7153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7153_STAMPING: B 1012 2007
 DK7153_MARK LOGO: NGS
 DK7153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7153+STABILITY: SURFACE MOTION
 DK7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7153+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2015
 DK7153
 DK7153  HISTORY     - Date     Condition        Report By
 DK7153  HISTORY     - 20070801 MONUMENTED       NGS
 DK7153  HISTORY     - 20151014 GOOD             NGS
 DK7153
 DK7153                          STATION DESCRIPTION
 DK7153
 DK7153'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7153'THE MARK IS LOCATED WEST OF CHRISTIANSTED ALONG HWY.70  TO REACH FROM
 DK7153'THE POLICE STATION AT THE JUNCTION OF HWY.75 AND 70, TRAVEL WEST ALONG
 DK7153'HWY.70 FOR 0.95 MI (1.5 KM) TO A ROAD JUNCTION ON THE LEFT AND THE
 DK7153'MARK.
 DK7153'
 DK7153'THE MARK IS A STANDARD NGS VERTICAL CONTROL DISK SET IN A CONCRETE
 DK7153'POST.THE MARK IS 4.7 M (15.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DK7153'ROAD, 14.6 M (47.9 FT) EAST-NORTHEAST OF THE CENTERLINE OF HWY.70, 1.5
 DK7153'M (4.9 FT) EAST-NORTHEAST OF EAST END OF WALL, 4.0 M NORTH OF THE
 DK7153'NORTHWEST CORNER OF WALL.
 DK7153
 DK7153                          STATION RECOVERY (2015)
 DK7153
 DK7153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (LDS)
 DK7153'THE MARK IS IN GOOD CONDITION. THE AREA IS VERY CLEAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7154 ***********************************************************************
 DK7154  DESIGNATION -  B 1013
 DK7154  PID         -  DK7154
 DK7154  STATE/COUNTY-  VQ/ST CROIX
 DK7154  COUNTRY     -  US
 DK7154  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7154
 DK7154                         *CURRENT SURVEY CONTROL
 DK7154  ______________________________________________________________________
 DK7154* NAD 83(1986) POSITION- 17 44 23.5    (N) 064 42 55.0    (W)   HD_HELD2
 DK7154* VIVD09  ORTHO HEIGHT -    46.383 (meters)      152.17  (feet) ADJUSTED
 DK7154  ______________________________________________________________________
 DK7154  GEOID HEIGHT    -        -41.289 (meters)                     GEOID18
 DK7154  VERT ORDER      -  FIRST     CLASS II
 DK7154
 DK7154.The horizontal coordinates were established by autonomous hand held GPS
 DK7154.observations and have an estimated accuracy of +/- 10 meters.
 DK7154
 DK7154.The orthometric height was determined by differential leveling and
 DK7154.adjusted by the NATIONAL GEODETIC SURVEY
 DK7154.in April 2012.
 DK7154
 DK7154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7154.GEOID18 height accuracy estimate available here.
 DK7154
 DK7154.Click photographs - Photos may exist for this station.
 DK7154
 DK7154;                    North         East    Units  Estimated Accuracy
 DK7154;SPC PRVI     -   190,509.      382,219.      MT  (+/- 10 meters HH2 GPS)
 DK7154
 DK7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1812962234(NAD 83)
 DK7154
 DK7154                          SUPERSEDED SURVEY CONTROL
 DK7154
 DK7154.No superseded survey control is available for this station.
 DK7154
 DK7154_MARKER: DV = VERTICAL CONTROL DISK
 DK7154_SETTING: 66 = SET IN ROCK OUTCROP
 DK7154_STAMPING: B 1013 2007
 DK7154_MARK LOGO: NGS
 DK7154_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK7154+STABILITY: POSITION/ELEVATION WELL
 DK7154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7154+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7154
 DK7154  HISTORY     - Date     Condition        Report By
 DK7154  HISTORY     - 20070801 MONUMENTED       NGS
 DK7154
 DK7154                          STATION DESCRIPTION
 DK7154
 DK7154'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7154'THE MARK IS LOCATED ALONG HWY.70 WEST OF CHRISTIANSTAD.
 DK7154'
 DK7154'TO REACH FROM THE POLICE STATION AT THE JUNCTION OF HWY.75 AND 70,
 DK7154'TRAVEL WEST ALONG HWY.70 FOR 0.42 MI (0.7 KM) TO THE MARK ON THE
 DK7154'RIGHT.
 DK7154'
 DK7154'THE MARK IS A STANDARD NGS VERTICAL CONTROL DISK SET IN A ROCK
 DK7154'OUTCROP.THE MARK IS 5.2 M (17.1 FT) NORTHEAST OF HWY.70 CENTERLINE,
 DK7154'14.6 M EAST OF THE SOUTHEAST MOST TREE, 29.1 M (95.5 FT) EAST OF A
 DK7154'UTILITY POLE AND PROJECTS 0.8 M (2.6 FT) ABOVE THE LEVEL OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7155 ***********************************************************************
 DK7155  DESIGNATION -  B 1014
 DK7155  PID         -  DK7155
 DK7155  STATE/COUNTY-  VQ/ST CROIX
 DK7155  COUNTRY     -  US
 DK7155  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7155
 DK7155                         *CURRENT SURVEY CONTROL
 DK7155  ______________________________________________________________________
 DK7155* NAD 83(1986) POSITION- 17 44 32.9    (N) 064 42 37.9    (W)   HD_HELD2
 DK7155* VIVD09  ORTHO HEIGHT -    14.086 (meters)       46.21  (feet) ADJUSTED
 DK7155  ______________________________________________________________________
 DK7155  GEOID HEIGHT    -        -41.296 (meters)                     GEOID18
 DK7155  VERT ORDER      -  FIRST     CLASS II
 DK7155
 DK7155.The horizontal coordinates were established by autonomous hand held GPS
 DK7155.observations and have an estimated accuracy of +/- 10 meters.
 DK7155
 DK7155.The orthometric height was determined by differential leveling and
 DK7155.adjusted by the NATIONAL GEODETIC SURVEY
 DK7155.in April 2012.
 DK7155
 DK7155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7155.GEOID18 height accuracy estimate available here.
 DK7155
 DK7155.Click photographs - Photos may exist for this station.
 DK7155
 DK7155;                    North         East    Units  Estimated Accuracy
 DK7155;SPC PRVI     -   190,803.      382,720.      MT  (+/- 10 meters HH2 GPS)
 DK7155
 DK7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1863562519(NAD 83)
 DK7155
 DK7155                          SUPERSEDED SURVEY CONTROL
 DK7155
 DK7155.No superseded survey control is available for this station.
 DK7155
 DK7155_MARKER: DV = VERTICAL CONTROL DISK
 DK7155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7155_SP_SET: HEADWALL
 DK7155_STAMPING: B 1014 2007
 DK7155_MARK LOGO: NGS
 DK7155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7155+STABILITY: SURFACE MOTION
 DK7155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7155+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7155
 DK7155  HISTORY     - Date     Condition        Report By
 DK7155  HISTORY     - 20070801 MONUMENTED       NGS
 DK7155
 DK7155                          STATION DESCRIPTION
 DK7155
 DK7155'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7155'THE MARK IS LOCATED EAST ALONG HWY.75  TO REACH FROM POLICE STATION AT
 DK7155'THE JUNCTION OF HWY.75 AND 70, TRAVEL EAST FOR 250 FT (76.2 M) ALONG
 DK7155'HWY.75 TO THE MARK ON THE LEFT. THE MARK IS A STANDARD NGS VERTICAL
 DK7155'CONTROL DISK SET IN A DRILL HOLE IN THE CONCRETE HEADWALL.  THE MARK
 DK7155'IS 4.8 M (15.7 FT) NORTHWEST OF THE SOUTHEAST END OF HEADWALL, 1.6 M
 DK7155'(5.2 FT) SOUTH OF THE EASTERN MOST FENCE CORNER WEST OF THE CULVERT,
 DK7155'6.3 M (20.7 FT) NORTHEAST OF THE CENTERLINE OF HWY.75, PROJECTS 0.3 M
 DK7155'(1.0 FT) ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0561 ***********************************************************************
 TV0561  DESIGNATION -  BAD 1918
 TV0561  PID         -  TV0561
 TV0561  STATE/COUNTY-  VQ/ST THOMAS
 TV0561  COUNTRY     -  US
 TV0561  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0561
 TV0561                         *CURRENT SURVEY CONTROL
 TV0561  ______________________________________________________________________
 TV0561* NAD 83(1997) POSITION- 18 21 43.02489(N) 065 01 25.26128(W)   ADJUSTED
 TV0561* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0561  ______________________________________________________________________
 TV0561  GEOID HEIGHT    -        -42.273 (meters)                     GEOID18
 TV0561  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 TV0561  HORZ ORDER      -  THIRD
 TV0561
 TV0561.The horizontal coordinates were established by classical geodetic methods
 TV0561.and adjusted by the National Geodetic Survey in May 1997.
 TV0561
 TV0561.The orthometric height was scaled from a topographic map.
 TV0561
 TV0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0561.GEOID18 height accuracy estimate available here.
 TV0561
 TV0561.Click photographs - Photos may exist for this station.
 TV0561
 TV0561.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0561
 TV0561. The following values were computed from the NAD 83(1997) position.
 TV0561
 TV0561;                    North         East     Units Scale Factor Converg.
 TV0561;SPC PRVI     -   259,081.681   348,979.383   MT  0.99999645   +0 26 27.8
 TV0561;UTM  20      - 2,031,421.105   286,172.985   MT  1.00016528   -0 38 15.9
 TV0561
 TV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8617231421(NAD 83)
 TV0561
 TV0561                          SUPERSEDED SURVEY CONTROL
 TV0561
 TV0561  NAD 83(1993)-  18 21 43.02572(N)    065 01 25.27360(W) AD(       ) 3
 TV0561  NAD 83(1986)-  18 21 42.99921(N)    065 01 25.23683(W) AD(       ) 3
 TV0561  PR          -  18 21 50.16114(N)    065 01 26.70038(W) AD(       ) 3
 TV0561
 TV0561.Superseded values are not recommended for survey control.
 TV0561
 TV0561.NGS no longer adjusts projects to the PR datum.
 TV0561.See file dsdata.pdf to determine how the superseded data were derived.
 TV0561
 TV0561_MARKER: Z = SEE DESCRIPTION
 TV0561_SETTING: 0 = UNSPECIFIED SETTING
 TV0561
 TV0561  HISTORY     - Date     Condition        Report By
 TV0561  HISTORY     - 1918     MONUMENTED       CGS
 TV0561  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0561  HISTORY     - 19950424 GOOD             USPSQD
 TV0561
 TV0561                          STATION DESCRIPTION
 TV0561
 TV0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0561'STATION IS ON BOURDEAUS POINT.  THIS IS THE FIRST PROMINENT
 TV0561'POINT TO THE WESTWARD OF STUMPY POINT, ON THE N SIDE OF
 TV0561'ST. THOMAS, NEAR ITS W END.  THE POINT APPEARS TO HAVE BEEN
 TV0561'FORMED BY VOLCANIC ACTION.  A ROCKY REEF EXTENDS FOR ABOUT 100
 TV0561'FEET OUT FROM THE POINT.  THE STATION IS ABOUT 30 FEET ABOVE
 TV0561'HIGH WATER.
 TV0561'
 TV0561'THE FIRST POINT TO THE WESTWARD IS ON RANGE WITH THE N END OF
 TV0561'SALT CAY.
 TV0561'
 TV0561'IT IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0561'IN A DRILL HOLE IN THE ROCK.
 TV0561'
 TV0561'CRICKET ROCK LIES N 26 DEG W MAGNETIC AND A HOUSE IN BOURDEAUX
 TV0561'BAY LIES S 80 DEG E MAGNETIC FROM STATION.
 TV0561
 TV0561                          STATION RECOVERY (1923)
 TV0561
 TV0561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (GCM)
 TV0561'STATION RECOVERED AS DESCRIBED.
 TV0561
 TV0561                          STATION RECOVERY (1995)
 TV0561
 TV0561'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0478 ***********************************************************************
 TV0478  DESIGNATION -  BAKE
 TV0478  PID         -  TV0478
 TV0478  STATE/COUNTY-  VQ/ST JOHN
 TV0478  COUNTRY     -  US
 TV0478  USGS QUAD   -  CRUZ BAY (2013)
 TV0478
 TV0478                         *CURRENT SURVEY CONTROL
 TV0478  ______________________________________________________________________
 TV0478* NAD 83(1997) POSITION- 18 18 57.25749(N) 064 47 20.19858(W)   ADJUSTED
 TV0478* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0478  ______________________________________________________________________
 TV0478  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0478  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 TV0478  HORZ ORDER      -  THIRD
 TV0478
 TV0478.The horizontal coordinates were established by classical geodetic methods
 TV0478.and adjusted by the National Geodetic Survey in May 1997.
 TV0478
 TV0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0478
 TV0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0478.GEOID18 height accuracy estimate available here.
 TV0478
 TV0478.Click photographs - Photos may exist for this station.
 TV0478
 TV0478.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0478
 TV0478. The following values were computed from the NAD 83(1997) position.
 TV0478
 TV0478;                    North         East     Units Scale Factor Converg.
 TV0478;SPC PRVI     -   254,192.162   373,833.082   MT  0.99999498   +0 30 52.2
 TV0478;UTM  20      - 2,026,064.378   310,932.956   MT  1.00004194   -0 33 44.5
 TV0478
 TV0478:                Primary Azimuth Mark                     Grid Az
 TV0478:SPC PRVI     -  GIFT                                     057 48 15.1
 TV0478:UTM  20      -  GIFT                                     058 52 51.8
 TV0478
 TV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1093226064(NAD 83)
 TV0478
 TV0478|---------------------------------------------------------------------|
 TV0478| PID    Reference Object                     Distance      Geod. Az  |
 TV0478|                                                           dddmmss.s |
 TV0478| CE4523 BAKE RM 2                                          02624     |
 TV0478| TV0472 GIFT                                APPROX. 2.0 KM 0581907.3 |
 TV0478| TV0475 REND                                APPROX. 0.9 KM 1182931.9 |
 TV0478| CE4522 BAKE RM 1                                          24013     |
 TV0478|---------------------------------------------------------------------|
 TV0478
 TV0478                          SUPERSEDED SURVEY CONTROL
 TV0478
 TV0478  NAD 83(1993)-  18 18 57.25836(N)    064 47 20.20020(W) AD(       ) 3
 TV0478  NAD 83(1986)-  18 18 57.22465(N)    064 47 20.16494(W) AD(       ) 3
 TV0478  PR          -  18 19 04.38720(N)    064 47 21.66819(W) AD(       ) 3
 TV0478  LMSL    (07/19/86)   86.2    (m)          283.     (f) VERT ANG       
 TV0478
 TV0478.Superseded values are not recommended for survey control.
 TV0478
 TV0478.NGS no longer adjusts projects to the PR datum.
 TV0478.See file dsdata.pdf to determine how the superseded data were derived.
 TV0478
 TV0478_MARKER: DS = TRIANGULATION STATION DISK
 TV0478_SETTING: 66 = SET IN ROCK OUTCROP
 TV0478
 TV0478  HISTORY     - Date     Condition        Report By
 TV0478  HISTORY     - 1918     MONUMENTED       CGS
 TV0478  HISTORY     - 1971     GOOD             NGS
 TV0478  HISTORY     - 1973     GOOD             NGS
 TV0478  HISTORY     - 1977     GOOD             NGS
 TV0478  HISTORY     - 20071013 POOR             NOS
 TV0478
 TV0478                          STATION DESCRIPTION
 TV0478
 TV0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0478'STATION IS ON THE EASTERN END OF THE HILL TOP THAT RISES ABOVE
 TV0478'MARIA BLUFF POINT.  THIS POINT IS BETWEEN GREAT CRUZ BAY AND
 TV0478'CHOCOLATE HOLE.  THE STATION LOOKS DOWN INTO CHOCOLATE HOLE
 TV0478'TO THE E.
 TV0478'
 TV0478'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED INTO A
 TV0478'DRILL HOLE IN AN OUTCROPPING BOULDER 1 METER W OF A GROUP OF
 TV0478'LARGE BOULDERS.
 TV0478'
 TV0478'REFERENCE MARK NO.1 IS A REGULAR BRASS REFERENCE MARK CEMENTED
 TV0478'IN A DRILL HOLE IN A LARGE FLAT TOPPED ROCK LYING ON THE SOUTHERN
 TV0478'EDGE OF THE RIDGE.
 TV0478'
 TV0478'REFERENCE MARK NO.2 IS A REGULAR BRASS DISK CEMENTED IN A
 TV0478'DEPRESSION OF BOULDER ON NE SIDE OF THE RIDGE.
 TV0478
 TV0478                          STATION RECOVERY (1971)
 TV0478
 TV0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0478'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 TV0478'AS DESCRIBED.
 TV0478'
 TV0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH OF
 TV0478'CRUZ BAY, ST. JOHN.
 TV0478
 TV0478                          STATION RECOVERY (1973)
 TV0478
 TV0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0478'RECOVERED EXACTLY AS DESCRIBED.
 TV0478'
 TV0478'A BLACKTOP ROAD PASSES 175 FEET TO THE WEST.  A TWO RUT ROAD
 TV0478'EXTENDS FROM THIS BLACKTOP ROAD UP TO WITHIN 10 FEET OF THE
 TV0478'STATION.
 TV0478'
 TV0478'THE STATION IS IN EXCELLENT CONDITION.
 TV0478
 TV0478                          STATION RECOVERY (1977)
 TV0478
 TV0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0478'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE
 TV0478'DISTANCES TO THE REFERENCE MARKS CHECKED THE OLD DATA WITH THE
 TV0478'EXCEPTION OF RM 2, WHERE A SHORTER DISTANCE OF 0.020 METERS WAS
 TV0478'NOTED.  THE STATION MARK WAS USED AS THE ANTENNA SITE FOR
 TV0478'GEOCEIVER STATION 51194.
 TV0478'
 TV0478'A NEW DESCRIPTION FOLLOWS--
 TV0478'
 TV0478'THE STATION IS LOCATED ABOUT 1.1 MILES SOUTHEAST OF CRUZ BAY, ON
 TV0478'THE HIGHEST POINT OF MARIA BLUFF, WHICH LOOKS DOWN INTO CHOCOLATE
 TV0478'HOLE ON THE EAST AND GREAT CRUZ BAY ON THE WEST.
 TV0478'
 TV0478'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO SOUTHWEST
 TV0478'ON PAVED ROAD FOR 0.05 MILE TO AN INTERSECTION.  TURN LEFT AND GO
 TV0478'SOUTHEAST ON PAVED ROAD FOR 0.1 MILE TO A FORK.  KEEP RIGHT FORK
 TV0478'AND CONTINUE SOUTHEASTERLY ON THE MAIN PAVED, WINDING ROAD FOR 1.0
 TV0478'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON
 TV0478'GRAVELLED ROAD FOR 0.35 MILE TO A FORK.  KEEP RIGHT FORK AND GO
 TV0478'DOWNHILL ON PAVED ROAD FOR 0.2 MILE TO A FORK.  KEEP RIGHT
 TV0478'FORK, UPHILL AND SOUTHWESTERLY, ON HARD-SURFACE ROAD FOR 0.45
 TV0478'MILE TO A REVERSE FORK.  TURN SHARP LEFT AND GO UPHILL ON
 TV0478'HARD-SURFACE ROAD NORTHWESTERLY FOR 0.1 MILE TO A DIRT DRIVEWAY
 TV0478'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.05 MILE ON DIRT
 TV0478'DRIVE AND PATH TO THE TOP OF THE HILL AND THE STATION.
 TV0478'
 TV0478'THE STATION MARK IS A STANDARD DISK, NOT STAMPED, CEMENTED IN A
 TV0478'DRILLHOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1.4 FEET.  THE MARK
 TV0478'IS LOCATED 244.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 TV0478'79.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A STORAGE SHED, AND
 TV0478'3 FEET WEST OF A GROUP OF LARGE BOULDERS.
 TV0478'
 TV0478'REFERENCE MARK 1 IS A STANDARD DISC, NOT STAMPED, CEMENTED IN A
 TV0478'BOULDER THAT PROJECTS 1.7 FEET, 0.6 FEET AT THE DISC.
 TV0478'
 TV0478'REFERENCE MARK 2 IS A STANDARD DISC, NOT STAMPED, CEMENTED IN A
 TV0478'BOULDER THAT PROJECTS 1.5 FEET.
 TV0478'
 TV0478'THE PROPERTY OWNER IS JOHN W. HOLTER, 32 EAST 4TH ST., BRIDGEPORT,
 TV0478'PENNSYLVANIA.
 TV0478'
 TV0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.1 MILES
 TV0478'SE OF CRUZ BAY.
 TV0478
 TV0478                          STATION RECOVERY (2007)
 TV0478
 TV0478'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2007 (TAB)
 TV0478'MARK NOT FOUND. MARK LIKELY DISTURBED BY RECENT HOUSING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0529 ***********************************************************************
 TV0529  DESIGNATION -  BAN 1918
 TV0529  PID         -  TV0529
 TV0529  STATE/COUNTY-  VQ/ST THOMAS
 TV0529  COUNTRY     -  US
 TV0529  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0529
 TV0529                         *CURRENT SURVEY CONTROL
 TV0529  ______________________________________________________________________
 TV0529* NAD 83(1997) POSITION- 18 19 47.44874(N) 064 56 40.06902(W)   ADJUSTED
 TV0529* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0529  ______________________________________________________________________
 TV0529  GEOID HEIGHT    -        -42.206 (meters)                     GEOID18
 TV0529  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 TV0529  HORZ ORDER      -  THIRD
 TV0529
 TV0529.The horizontal coordinates were established by classical geodetic methods
 TV0529.and adjusted by the National Geodetic Survey in May 1997.
 TV0529
 TV0529.The orthometric height was scaled from a topographic map.
 TV0529
 TV0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0529.GEOID18 height accuracy estimate available here.
 TV0529
 TV0529.Click photographs - Photos may exist for this station.
 TV0529
 TV0529.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0529
 TV0529. The following values were computed from the NAD 83(1997) position.
 TV0529
 TV0529;                    North         East     Units Scale Factor Converg.
 TV0529;SPC PRVI     -   255,594.610   357,380.499   MT  0.99999535   +0 27 57.1
 TV0529;UTM  20      - 2,027,776.032   294,508.230   MT  1.00012207   -0 36 42.2
 TV0529
 TV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9450827776(NAD 83)
 TV0529
 TV0529                          SUPERSEDED SURVEY CONTROL
 TV0529
 TV0529  NAD 83(1993)-  18 19 47.44821(N)    064 56 40.07712(W) AD(       ) 3
 TV0529  NAD 83(1986)-  18 19 47.41778(N)    064 56 40.04000(W) AD(       ) 3
 TV0529  PR          -  18 19 54.58102(N)    064 56 41.51982(W) AD(       ) 3
 TV0529
 TV0529.Superseded values are not recommended for survey control.
 TV0529
 TV0529.NGS no longer adjusts projects to the PR datum.
 TV0529.See file dsdata.pdf to determine how the superseded data were derived.
 TV0529
 TV0529_MARKER: Z = SEE DESCRIPTION
 TV0529_SETTING: 0 = UNSPECIFIED SETTING
 TV0529
 TV0529  HISTORY     - Date     Condition        Report By
 TV0529  HISTORY     - 1918     MONUMENTED       CGS
 TV0529  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0529
 TV0529                          STATION DESCRIPTION
 TV0529
 TV0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0529'SIGNAL IS LOCATED ON THE NORTHERNMOST POINT OF WATER ISLAND.  IT
 TV0529'IS A BOLD, ROCKY POINT WHICH IS KNOWN AS BANANA POINT.  STATION
 TV0529'IS ON A LARGE OVERHANGING ROCK OF A GRAYISH COPPER COLOR.  THE
 TV0529'POINT IS THE SHORTEST DISTANCE FROM WATER ISLAND TO SIGNAL
 TV0529'BELVEDERE.  COWELL POINT JUST SHOWS CLEAR FROM THIS
 TV0529'STATION.  STATION IS ABOUT 6 FEET ABOVE THE HIGH WATER MARK AND
 TV0529'ABOUT 5 FEET FROM THE HIGH WATER LINE.
 TV0529'
 TV0529'THE STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN A
 TV0529'DRILL HOLE IN A SLIGHT DEPRESSION IN THE ROCK.
 TV0529'
 TV0529'REFERENCE MARK IS A STANDARD BRONZE DISK CEMENTED IN OUTCROPPING
 TV0529'BEDROCK ON THE NEXT POINT TO THE WESTWARD.
 TV0529'
 TV0529'FOR A WITNESS MARK A TRIANGLE WAS CUT IN A PINNACLE ROCK ON THE
 TV0529'SHORE TO THE EASTWARD.
 TV0529'
 TV0529'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 FEET.
 TV0529
 TV0529                          STATION RECOVERY (1923)
 TV0529
 TV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0529'STATION FOUND AS DESCRIBED.  REFERENCE AND WITNESS MARKS ALSO
 TV0529'RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0536 ***********************************************************************
 TV0536  DESIGNATION -  BAR
 TV0536  PID         -  TV0536
 TV0536  STATE/COUNTY-  VQ/ST THOMAS
 TV0536  COUNTRY     -  US
 TV0536  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0536
 TV0536                         *CURRENT SURVEY CONTROL
 TV0536  ______________________________________________________________________
 TV0536* NAD 83(1997) POSITION- 18 20 05.44815(N) 064 58 16.82698(W)   ADJUSTED
 TV0536* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0536  ______________________________________________________________________
 TV0536  GEOID HEIGHT    -        -42.196 (meters)                     GEOID18
 TV0536  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 TV0536  HORZ ORDER      -  THIRD
 TV0536
 TV0536.The horizontal coordinates were established by classical geodetic methods
 TV0536.and adjusted by the National Geodetic Survey in May 1997.
 TV0536
 TV0536.The orthometric height was scaled from a topographic map.
 TV0536
 TV0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0536.GEOID18 height accuracy estimate available here.
 TV0536
 TV0536.Click photographs - Photos may exist for this station.
 TV0536
 TV0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0536
 TV0536. The following values were computed from the NAD 83(1997) position.
 TV0536
 TV0536;                    North         East     Units Scale Factor Converg.
 TV0536;SPC PRVI     -   256,125.102   354,535.095   MT  0.99999550   +0 27 26.8
 TV0536;UTM  20      - 2,028,360.024   291,672.927   MT  1.00013657   -0 37 13.3
 TV0536
 TV0536:                Primary Azimuth Mark                     Grid Az
 TV0536:SPC PRVI     -  SABA 1918                                223 18 01.3
 TV0536:UTM  20      -  SABA 1918                                224 22 41.4
 TV0536
 TV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9167228360(NAD 83)
 TV0536
 TV0536|---------------------------------------------------------------------|
 TV0536| PID    Reference Object                     Distance      Geod. Az  |
 TV0536|                                                           dddmmss.s |
 TV0536| TV0558 SABA 1918                           APPROX. 4.7 KM 2234528.1 |
 TV0536| TV0540 BLACK ON BLACK POINT                APPROX. 1.9 KM 3074119.5 |
 TV0536| CE4524 BAR RM 1                                           34950     |
 TV0536|---------------------------------------------------------------------|
 TV0536
 TV0536                          SUPERSEDED SURVEY CONTROL
 TV0536
 TV0536  NAD 83(1993)-  18 20 05.44771(N)    064 58 16.83695(W) AD(       ) 3
 TV0536  NAD 83(1986)-  18 20 05.41835(N)    064 58 16.80010(W) AD(       ) 3
 TV0536  PR          -  18 20 12.58108(N)    064 58 18.27433(W) AD(       ) 3
 TV0536
 TV0536.Superseded values are not recommended for survey control.
 TV0536
 TV0536.NGS no longer adjusts projects to the PR datum.
 TV0536.See file dsdata.pdf to determine how the superseded data were derived.
 TV0536
 TV0536_MARKER: Z = SEE DESCRIPTION
 TV0536_SETTING: 0 = UNSPECIFIED SETTING
 TV0536
 TV0536  HISTORY     - Date     Condition        Report By
 TV0536  HISTORY     - 1918     MONUMENTED       CGS
 TV0536  HISTORY     - 1959     SEE DESCRIPTION  CGS
 TV0536  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0536  HISTORY     - 1972     GOOD             NGS
 TV0536  HISTORY     - 1972     GOOD             NGS
 TV0536  HISTORY     - 19950424 MARK NOT FOUND   USPSQD
 TV0536
 TV0536                          STATION DESCRIPTION
 TV0536
 TV0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0536'THIS SIGNAL IS LOCATED ON THE HIGHEST HILL ON THE W SIDE OF
 TV0536'MOSQUITO BAY.  STATION IS MARKED BY A REGULATION DISK CEMENTED
 TV0536'IN THE CENTER OF THE LARGEST ROCK ON THE HILL.  THE BOULDER
 TV0536'PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IS ABOUT 6 FEET
 TV0536'LONG AND 4 FEET WIDE.  THE CENTER OF THE STATION IS IN RANGE
 TV0536'WITH THE WESTERNMOST POINT ON THE MAINLAND AND THE NORTHERNMOST
 TV0536'POINT OF SAVANA ISLAND.  THE TOP OF THE HILL IS COVERED WITH
 TV0536'GRASS.  THE STATION IS ABOUT 4 METERS E OF A BARB WIRE FENCE.
 TV0536'
 TV0536'REFERENCE MARK IS A STANDARD DISK SET IN CONCRETE IN A
 TV0536'DEPRESSION IN A BOULDER.
 TV0536'
 TV0536'WITNESS MARK IS A TRIANGLE CUT IN A ROCK.
 TV0536'
 TV0536'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.9 FEET.
 TV0536
 TV0536                          STATION RECOVERY (1959)
 TV0536
 TV0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 TV0536'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TV0536'MARK WAS NOT RECOVERED AND WAS EVIDENTLY DESTROYED WHEN THE
 TV0536'ROAD AND CONTROL TOWER WERE BUILT.  THE WITNESS MARK WAS NOT
 TV0536'RECOVERED.  FOR PRESENT DAY RECOVERY THE DESCRIPTION SHOULD
 TV0536'READ AS FOLLOWS--
 TV0536'
 TV0536'LOCATED ABOUT 1000 FEET SOUTHWEST OF THE HARRY S. TRUMAN
 TV0536'AIRPORT TERMINAL BUILDING, ATOP THE HILL 43 FEET SSW OF THE
 TV0536'SOUTHWEST CORNER OF THE BUILDING SUPPORTING THE CONTROL TOWER
 TV0536'AND AIRPORT BEACON, AND 16 FEET WEST OF THE CENTERLINE OF THE
 TV0536'ROAD.
 TV0536'
 TV0536'A STANDARD DISK (UNSTAMPED) CEMENTED IN A DRILLHOLE IN THE
 TV0536'CENTER OF A BOULDER 3 FEET IN DIAMETER AND 4 FEET ABOVE GROUND.
 TV0536
 TV0536                          STATION RECOVERY (1965)
 TV0536
 TV0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0536'THE STATION WAS RECOVERED AS DESCRIBED.  THE BOULDER IS ABOUT 30
 TV0536'FT. SSW OF THE TRUMAN AIRPORT CONTROL TOWER.  THE CREST OF THE
 TV0536'HILL AROUND THE STATION HAS BEEN CLEARED TO PROVIDE PARKING
 TV0536'SPACE.  AS REPORTED IN 1958, THE BOULDER IN WHICH THE MARK IS
 TV0536'LOCATED IS SOMEWHAT UNSTEADY.
 TV0536
 TV0536                          STATION RECOVERY (1972)
 TV0536
 TV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0536'THIS STATION WAS RECOVERED AS DESCRIBED BY O.W.S. IN 1918 WITH THE
 TV0536'FOLLOWING NOTED EXCEPTIONS--TOP OF HILL IS NOW OCCUPIED BY CONTROL
 TV0536'TOWER FOR HARRY S. TRUMAN AIRPORT AND ADMINISTRATION BUILDING FOR
 TV0536'F.A.A.  THE STATION IS LOCATED IN BOULDER WHICH PROJECTS ABOUT 4
 TV0536'FEET ABOVE GROUND AND IS ABOUT 4 FEET WIDE AND 6 FEET LONG.
 TV0536'
 TV0536'BOULDER LOCATED 34 FEET SOUTH OF CONCRETE BUILDING AT BASE OF AIRPORT
 TV0536'CONTROL TOWER.  WITNESS MARK AND REFERENCE MARK NOT RECOVERED.
 TV0536'
 TV0536'TO REACH STATION, DRIVE WESTWARD ALONG VETERANS DRIVE FROM CENTER
 TV0536'OF CHARLOTTE AMALIE TO AIRPORT DRIVEWAY, TURN LEFT AND FOLLOW DRIVE
 TV0536'PAST AIRPORT HANGER, CONTINUE DRIVING UPHILL TO CONTROL TOWER.
 TV0536'ROAD TO CONTROL TOWER IS POURED CONCRETE.  STATION IS LOCATED IN
 TV0536'BOULDER ON WESTERN SIDE OF CONCRETE WALKWAY TO ADMINISTRATIVE
 TV0536'BUILDING AND CONTROL TOWER.
 TV0536'
 TV0536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES WEST OF
 TV0536'CENTER OF CHARLOTTE AMALIE.
 TV0536
 TV0536                          STATION RECOVERY (1972)
 TV0536
 TV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 TV0536'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1965
 TV0536'RECOVERY NOTE.
 TV0536'
 TV0536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES WEST OF
 TV0536'CHARLOTTE AMALIE.
 TV0536
 TV0536                          STATION RECOVERY (1995)
 TV0536
 TV0536'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0564 ***********************************************************************
 TV0564  DESIGNATION -  BARE 1918
 TV0564  PID         -  TV0564
 TV0564  STATE/COUNTY-  VQ/ST THOMAS
 TV0564  COUNTRY     -  US
 TV0564  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0564
 TV0564                         *CURRENT SURVEY CONTROL
 TV0564  ______________________________________________________________________
 TV0564* NAD 83(1997) POSITION- 18 20 45.40835(N) 065 02 01.87228(W)   NO CHECK
 TV0564* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0564  ______________________________________________________________________
 TV0564  GEOID HEIGHT    -        -42.230 (meters)                     GEOID18
 TV0564  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 TV0564  HORZ ORDER      -  THIRD
 TV0564
 TV0564.The horizontal coordinates were established by classical geodetic methods
 TV0564.and adjusted by the National Geodetic Survey in May 1997.
 TV0564
 TV0564.No horizontal observational check was made to the station.
 TV0564
 TV0564.The orthometric height was scaled from a topographic map.
 TV0564
 TV0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0564.GEOID18 height accuracy estimate available here.
 TV0564
 TV0564.Click photographs - Photos may exist for this station.
 TV0564
 TV0564.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0564
 TV0564. The following values were computed from the NAD 83(1997) position.
 TV0564
 TV0564;                    North         East     Units Scale Factor Converg.
 TV0564;SPC PRVI     -   257,302.036   347,918.151   MT  0.99999586   +0 26 16.4
 TV0564;UTM  20      - 2,029,661.448   285,078.255   MT  1.00017108   -0 38 25.5
 TV0564
 TV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8507829661(NAD 83)
 TV0564
 TV0564                          SUPERSEDED SURVEY CONTROL
 TV0564
 TV0564  NAD 83(1993)-  18 20 45.40830(N)    065 02 01.88494(W) AD(       ) 3
 TV0564  NAD 83(1986)-  18 20 45.38184(N)    065 02 01.84954(W) AD(       ) 3
 TV0564  PR          -  18 20 52.54392(N)    065 02 03.31050(W) AD(       ) 3
 TV0564
 TV0564.Superseded values are not recommended for survey control.
 TV0564
 TV0564.NGS no longer adjusts projects to the PR datum.
 TV0564.See file dsdata.pdf to determine how the superseded data were derived.
 TV0564
 TV0564
 TV0564  HISTORY     - Date     Condition        Report By
 TV0564  HISTORY     - 1918     MONUMENTED       CGS
 TV0564  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0564  HISTORY     - 1967     GOOD             CGS
 TV0564  HISTORY     - 1972     GOOD             NGS
 TV0564  HISTORY     - 19950424 GOOD             USPSQD
 TV0564
 TV0564                          STATION DESCRIPTION
 TV0564
 TV0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0564'THIS STATION IS ON THE S SHORE OF ST. THOMAS ISLAND, ABOUT
 TV0564'1/2 MILE NW OF DAVIDS POINT.  IT IS ON THE LARGEST OF A GROUP
 TV0564'OF ROCKS JUST OFF SHORE.  FROM THE STATION, THE NEXT POINT TO
 TV0564'THE NW IS JUST IN RANGE WITH THE OUTERMOST POINT OF SALT
 TV0564'CAY.  THERE IS A REFERENCE MARK 27.2 METERS N 13 DEG E MAGNETIC
 TV0564'FROM STATION.
 TV0564
 TV0564                          STATION RECOVERY (1923)
 TV0564
 TV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0564'STATION WAS FOUND AS DESCRIBED.
 TV0564
 TV0564                          STATION RECOVERY (1967)
 TV0564
 TV0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TV0564'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0564'
 TV0564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST.
 TV0564
 TV0564                          STATION RECOVERY (1972)
 TV0564
 TV0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0564'STATION BARE WAS RECOVERED AS DESCRIBED BY O.W.S. IN 1918.  THIS
 TV0564'STATION BELIEVED RECOVERED IN 1967 AND USED AS A HYDROGRAPHIC
 TV0564'SIGNAL, AT THIS RECOVERY, SOME WHITEWASH REMAINS ON THE ROCK.
 TV0564'REFERENCE MARK WAS RECOVERED AS DESCRIBED.  TO REACH THIS
 TV0564'STATION A SKIFF MUST BE USED, AS THE ROCK IS SEPARATED FROM SHORE
 TV0564'BY A DISTANCE OF 10-15 METERS AND THE SHORE RISES STEEPLY FOR
 TV0564'APPROXIMATELY 150 FEET BEHIND THE STATION.
 TV0564'
 TV0564'RECOVERY SHOULD BE ATTEMPTED ONLY DURING PERIODS OF LITTLE OR NO
 TV0564'SWELL AND FROM THE LEEWARD.  LANDING IS EXTREMELY DIFFICULT.
 TV0564'
 TV0564'STATION IS 0.5 MILES NORTHWEST OF DAVID POINT.
 TV0564'
 TV0564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES WEST OF
 TV0564'CHARLOTTE AMALIE, ST. THOMAS.
 TV0564
 TV0564                          STATION RECOVERY (1995)
 TV0564
 TV0564'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1494 ***********************************************************************
 TV1494  DESIGNATION -  BARON BLUFF
 TV1494  PID         -  TV1494
 TV1494  STATE/COUNTY-  VQ/ST CROIX
 TV1494  COUNTRY     -  US
 TV1494  USGS QUAD   -  BARON BLUFF (2013)
 TV1494
 TV1494                         *CURRENT SURVEY CONTROL
 TV1494  ______________________________________________________________________
 TV1494* NAD 83(1997) POSITION- 17 46 52.48347(N) 064 46 40.50331(W)   ADJUSTED
 TV1494* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1494  ______________________________________________________________________
 TV1494  GEOID HEIGHT    -        -42.022 (meters)                     GEOID18
 TV1494  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC18
 TV1494  HORZ ORDER      -  THIRD
 TV1494
 TV1494.The horizontal coordinates were established by classical geodetic methods
 TV1494.and adjusted by the National Geodetic Survey in May 1997.
 TV1494
 TV1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1494
 TV1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1494.GEOID18 height accuracy estimate available here.
 TV1494
 TV1494.Click photographs - Photos may exist for this station.
 TV1494
 TV1494.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1494
 TV1494. The following values were computed from the NAD 83(1997) position.
 TV1494
 TV1494;                    North         East     Units Scale Factor Converg.
 TV1494;SPC PRVI     -   195,028.306   375,533.646   MT  1.00002486   +0 31 04.7
 TV1494;UTM  20      - 1,966,876.853   311,529.505   MT  1.00003919   -0 32 35.2
 TV1494
 TV1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1152966876(NAD 83)
 TV1494
 TV1494                          SUPERSEDED SURVEY CONTROL
 TV1494
 TV1494  NAD 83(1993)-  17 46 52.48170(N)    064 46 40.51310(W) AD(       ) 3
 TV1494  NAD 83(1986)-  17 46 52.45883(N)    064 46 40.49133(W) AD(       ) 3
 TV1494  LMSL    (05/31/90)  116.3    (m)          382.     (f) VERT ANG       
 TV1494
 TV1494.Superseded values are not recommended for survey control.
 TV1494
 TV1494.NGS no longer adjusts projects to the PR datum.
 TV1494.See file dsdata.pdf to determine how the superseded data were derived.
 TV1494
 TV1494_MARKER: DD = SURVEY DISK
 TV1494_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV1494_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TV1494_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV1494
 TV1494  HISTORY     - Date     Condition        Report By
 TV1494  HISTORY     - 1982     MONUMENTED       NOS
 TV1494
 TV1494                          STATION DESCRIPTION
 TV1494
 TV1494'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1494'THE STATION IS LOCATED ON THE FIRST HILL SOUTH OF BARON BLUFF 1.2
 TV1494'MILES WEST OF THE MOUTH OF SALT RIVER BAY. ON THE PROPERTY OF
 TV1494'E.COLON LINDSEY, 524 RIVEARA DRIVE, DAVIS ISLAND, TAMPA, FLA.
 TV1494'
 TV1494'TO REACH THE STATION FROM THE JUNCTION OF NORTH SHORE ROAD AND
 TV1494'SCENIC ROAD GO NORTHERLY ON NORTH SHORE ROAD FOR 2.6 KM.(1.3 MI.)
 TV1494'TO A SIDE ROAD RIGHT AT A MARINA ,KEEP LEFT AND GO WESTERLY ON
 TV1494'NORTH SHORE ROAD FOR 2.2 KM.(1.35 MI.)TO A SHARP SIDE ROAD LEFT,
 TV1494'TURN LEFT AND GO SOUTH FOR 0.4 KM.(0.25 MI.) UPHILL TO A GRAVEL
 TV1494'ROAD RIGHT TURN RIGHT AND GO NORTH FOR 0.4 KM.(0.25 MI.)TO
 TV1494'WHERE ROAD TURNS AROUND ON TOP OF HILL AND THE STATION ON EAST
 TV1494'SIDE OF THE TOP OF THE HILL
 TV1494'
 TV1494'THE STATION IS A NOS BRASS DISK STAMPED---BARON BLUFF 1982---,
 TV1494'CEMENTED IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ONE INCH
 TV1494'BELOW THE GROUND.
 TV1494'IT IS LOCATED
 TV1494'8.2 METER (27.0 FT) EAST FROM THE EAST END OF THE CENTER LINE
 TV1494'2.1 METERS (7.0 FT) WEST FROM THE HIGH POINT ON THE EAST END OF HILL
 TV1494'
 TV1494'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 TV1494'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0046 ***********************************************************************
 TV0046  DESIGNATION -  BART USN
 TV0046  PID         -  TV0046
 TV0046  STATE/COUNTY-  VQ/ST CROIX
 TV0046  COUNTRY     -  US
 TV0046  USGS QUAD   -  BUCK ISLAND (2013)
 TV0046
 TV0046                         *CURRENT SURVEY CONTROL
 TV0046  ______________________________________________________________________
 TV0046* NAD 83(1997) POSITION- 17 45 21.23492(N) 064 34 01.71251(W)   NO CHECK
 TV0046* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0046  ______________________________________________________________________
 TV0046  GEOID HEIGHT    -        -41.309 (meters)                     GEOID18
 TV0046  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 TV0046  HORZ ORDER      -  THIRD
 TV0046
 TV0046.The horizontal coordinates were established by classical geodetic methods
 TV0046.and adjusted by the National Geodetic Survey in May 1997.
 TV0046
 TV0046.No horizontal observational check was made to the station.
 TV0046
 TV0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0046
 TV0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0046.GEOID18 height accuracy estimate available here.
 TV0046
 TV0046.Click photographs - Photos may exist for this station.
 TV0046
 TV0046.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0046
 TV0046. The following values were computed from the NAD 83(1997) position.
 TV0046
 TV0046;                    North         East     Units Scale Factor Converg.
 TV0046;SPC PRVI     -   192,437.954   397,911.265   MT  1.00002843   +0 35 02.1
 TV0046;UTM  20      - 1,963,872.504   333,854.461   MT  0.99994130   -0 28 40.9
 TV0046
 TV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3385463872(NAD 83)
 TV0046
 TV0046                          SUPERSEDED SURVEY CONTROL
 TV0046
 TV0046  NAD 83(1993)-  17 45 21.23390(N)    064 34 01.72374(W) AD(       ) 3
 TV0046  NAD 83(1986)-  17 45 21.22738(N)    064 34 01.69793(W) AD(       ) 3
 TV0046  PR          -  17 45 28.31958(N)    064 34 03.20536(W) AD(       ) 3
 TV0046  LMSL    (07/19/86)   67.0    (m)          220.     (f) VERT ANG       
 TV0046
 TV0046.Superseded values are not recommended for survey control.
 TV0046
 TV0046.NGS no longer adjusts projects to the PR datum.
 TV0046.See file dsdata.pdf to determine how the superseded data were derived.
 TV0046
 TV0046_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0046+STABILITY: SURFACE MOTION
 TV0046
 TV0046  HISTORY     - Date     Condition        Report By
 TV0046  HISTORY     - 1977     MONUMENTED       USN
 TV0046  HISTORY     - 1980     POOR             NOS
 TV0046  HISTORY     - 19950428 POOR             USPSQD
 TV0046
 TV0046                          STATION DESCRIPTION
 TV0046
 TV0046'DESCRIBED BY US NAVY 1977 (WFP)
 TV0046'THE STATION MARK, A U.S. NAVY OCEANOGRAPHIC OFFICE TRIANGULATION
 TV0046'DISK, HAD BEEN PRIED OFF WITH THE SHANK REMAINING INTACT.  A
 TV0046'STANDARD DISK WAS SET IN THE SAME POSITION AT THIS TIME.  REFERENCE
 TV0046'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION MARK
 TV0046'WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION 51198.
 TV0046'
 TV0046'A DESCRIPTION FOLLOWS--
 TV0046'
 TV0046'THE STATION IS LOCATED ABOUT 8.5 MILES EAST OF CHRISTIANSTED, ON
 TV0046'THE EASTERNMOST POINT OF ST. CROIX.  IT IS ON PROPERTY OWNED BY
 TV0046'THE MUNICIPALITY OF CHRISTIANSTED.
 TV0046'
 TV0046'TO REACH THE STATION FROM THE EAST END FIRE STATION, WHICH IS
 TV0046'ABOUT 4 MILES EAST OF CHRISTIANSTED, GO EAST ON A PAVED WINDING ROAD
 TV0046'FOR 1.8 MILES TO A SIDE ROAD AND SIGN ST. CROIX YACHT CLUB ON THE
 TV0046'LEFT.  CONTINUE EAST FOR 0.55 MILE TO A FORK, TAKE LEFT FORK AND
 TV0046'GO EAST ON PAVED ROAD FOR 0.7 MILE TO END OF PAVEMENT, CONTINUE
 TV0046'EAST ON GRAVELLED ROAD FOR 1.35 MILE TO THE END OF ROAD AND THE
 TV0046'STATION IN THE CENTER OF THE ROAD LOOP.
 TV0046'
 TV0046'THE STATION MARK IS A STANDARD DISK STAMPED BART USNO 1975 1977,
 TV0046'SET IN A DRILL HOLE IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 TV0046'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET WEST OF THE
 TV0046'CENTER OF A GRAVELLED ROAD, 59 FEET NORTH OF A GRAVELLED ROAD AND
 TV0046'9.5 FEET NORTHWEST OF A STEEL RANGEPOLE THAT IS CEMENTED IN A
 TV0046'LARGE STEEL BARREL PROJECTING 2 FEET.
 TV0046'
 TV0046'REFERENCE MARK 1 IS A U.S. NAVY OCEANOGRAPHIC OFFICE REFERENCE DISK,
 TV0046'STAMPED BART RM 1 1975, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 TV0046'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 34.5 FEET NORTHEAST OF A
 TV0046'RANGEPOLE, 33.5 FEET WEST OF THE EASTERN BREAK OF THE POINT AND
 TV0046'33 FEET WEST OF THE CENTER OF A GRAVELLED ROAD.
 TV0046'
 TV0046'REFERENCE MARK 2 IS A U.S. NAVY OCEANOGRAPHIC OFFICE REFERENCE DISK,
 TV0046'STAMPED BART RM 2 1975, SET IN TOP OF A 18-INCH ROUND CONCRETE
 TV0046'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 36.5 FEET SOUTHWEST OF A
 TV0046'RANGEPOLE, 35 FEET NORTH OF THE SOUTHERN BREAK OF THE POINT AND 23
 TV0046'FEET NORTH OF THE CENTER OF A GRAVELLED ROAD.
 TV0046'
 TV0046'AZIMUTH MARK IS U.S. NAVY OCEANOGRAPHIC OFFICE TRIANGULATION STATION
 TV0046'TAM.  MARK IS A 1/2-INCH DIAMETER BRASS BOLT CEMENTED IN MASS OF
 TV0046'CONCRETE SURROUNDED BY ROCKS.  THE BOLT PROJECTS 3 INCHES WITH
 TV0046'CHISELED CROSS ON TOP.  IT IS ON THE EAST EDGE OF SUGARLOAF HILL
 TV0046'WHICH IS THE HIGHEST HILL WEST OF THE STATION.
 TV0046'
 TV0046'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON GRAVELLED ROAD
 TV0046'FOR 1.35 MILE TO THE START OF PAVED ROAD AND A SIDE ROAD ON THE
 TV0046'LEFT.  TURN LEFT, SOUTHERLY, AND UPHILL ON TRACK ROAD TO TOP OF
 TV0046'SUGARLOAF HILL AND THE MARK ON THE EASTERNMOST EDGE OF THE HILL.
 TV0046'A 4-WHEELDRIVE OR 30 MINUTE PACK.
 TV0046'
 TV0046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.5 MILES
 TV0046'EAST OF CHRISTIANSTED.
 TV0046
 TV0046                          STATION RECOVERY (1980)
 TV0046
 TV0046'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0046'THE STATION WAS RECOVERED AS DESCRIBED.
 TV0046'THE DISK IS NO LONGER THERE BUT THE STEM IS SECURED IN THE
 TV0046'CONCRETE.
 TV0046'
 TV0046'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0046
 TV0046                          STATION RECOVERY (1995)
 TV0046
 TV0046'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0046'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0444 ***********************************************************************
 TV0444  DESIGNATION -  BAT 1918
 TV0444  PID         -  TV0444
 TV0444  STATE/COUNTY-  VQ/ST JOHN
 TV0444  COUNTRY     -  US
 TV0444  USGS QUAD   -  CORAL BAY (2013)
 TV0444
 TV0444                         *CURRENT SURVEY CONTROL
 TV0444  ______________________________________________________________________
 TV0444* NAD 83(1997) POSITION- 18 20 32.45691(N) 064 42 09.14830(W)   ADJUSTED
 TV0444* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0444  ______________________________________________________________________
 TV0444  GEOID HEIGHT    -        -42.256 (meters)                     GEOID18
 TV0444  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 TV0444  HORZ ORDER      -  THIRD
 TV0444
 TV0444.The horizontal coordinates were established by classical geodetic methods
 TV0444.and adjusted by the National Geodetic Survey in May 1997.
 TV0444
 TV0444.The orthometric height was scaled from a topographic map.
 TV0444
 TV0444.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0444.GEOID18 height accuracy estimate available here.
 TV0444
 TV0444.Click photographs - Photos may exist for this station.
 TV0444
 TV0444.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0444
 TV0444. The following values were computed from the NAD 83(1997) position.
 TV0444
 TV0444;                    North         East     Units Scale Factor Converg.
 TV0444;SPC PRVI     -   257,203.157   382,939.045   MT  0.99999574   +0 32 29.6
 TV0444;UTM  20      - 2,028,903.730   320,094.148   MT  1.00000014   -0 32 09.3
 TV0444
 TV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2009428903(NAD 83)
 TV0444
 TV0444                          SUPERSEDED SURVEY CONTROL
 TV0444
 TV0444  NAD 83(1993)-  18 20 32.45895(N)    064 42 09.14897(W) AD(       ) 3
 TV0444  NAD 83(1986)-  18 20 32.42310(N)    064 42 09.11477(W) AD(       ) 3
 TV0444  PR          -  18 20 39.58763(N)    064 42 10.62483(W) AD(       ) 3
 TV0444
 TV0444.Superseded values are not recommended for survey control.
 TV0444
 TV0444.NGS no longer adjusts projects to the PR datum.
 TV0444.See file dsdata.pdf to determine how the superseded data were derived.
 TV0444
 TV0444_MARKER: Z = SEE DESCRIPTION
 TV0444_SETTING: 0 = UNSPECIFIED SETTING
 TV0444
 TV0444  HISTORY     - Date     Condition        Report By
 TV0444  HISTORY     - 1918     MONUMENTED       CGS
 TV0444  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0444
 TV0444                          STATION DESCRIPTION
 TV0444
 TV0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0444'STATION IS ON THE EASTERN END OF THE BLUFF THAT EXTENDS OUT
 TV0444'FROM BATTERY POINT BETWEEN CORAL HARBOR AND HURRICANE HOLE.  THE
 TV0444'RUINS OF AN OLD BATTERY LIE ABOUT 50 FEET BACK OF THE STATION.  TO
 TV0444'THE E AND W OF THE STATION EXTEND TWO GRAVEL BEACH BAYS.
 TV0444'
 TV0444'HERMITAGE HOUSE SHOWS JUST ABOVE RED POINT TO THE E OF THE
 TV0444'STATION.
 TV0444'
 TV0444'STATION IS MARKED BY A U.S.G. AND G.S. BRASS TRIANGULATION
 TV0444'DISK CEMENTED INTO A CREVICE OF THE ROCK.
 TV0444
 TV0444                          STATION RECOVERY (1926)
 TV0444
 TV0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0444'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0208 ***********************************************************************
 TV0208  DESIGNATION -  BAY USN
 TV0208  PID         -  TV0208
 TV0208  STATE/COUNTY-  VQ/ST CROIX
 TV0208  COUNTRY     -  US
 TV0208  USGS QUAD   -  HAMS BAY (2013)
 TV0208
 TV0208                         *CURRENT SURVEY CONTROL
 TV0208  ______________________________________________________________________
 TV0208* NAD 83(1997) POSITION- 17 46 10.89429(N) 064 52 39.23561(W)   NO CHECK
 TV0208* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0208  ______________________________________________________________________
 TV0208  GEOID HEIGHT    -        -42.444 (meters)                     GEOID18
 TV0208  LAPLACE CORR    -          4.59  (seconds)                    DEFLEC18
 TV0208  HORZ ORDER      -  THIRD
 TV0208
 TV0208.The horizontal coordinates were established by classical geodetic methods
 TV0208.and adjusted by the National Geodetic Survey in May 1997.
 TV0208
 TV0208.No horizontal observational check was made to the station.
 TV0208
 TV0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0208
 TV0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0208.GEOID18 height accuracy estimate available here.
 TV0208
 TV0208.Click photographs - Photos may exist for this station.
 TV0208
 TV0208.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0208
 TV0208. The following values were computed from the NAD 83(1997) position.
 TV0208
 TV0208;                    North         East     Units Scale Factor Converg.
 TV0208;SPC PRVI     -   193,657.062   364,978.512   MT  1.00002646   +0 29 12.4
 TV0208;UTM  20      - 1,965,701.161   300,950.391   MT  1.00008988   -0 34 23.5
 TV0208
 TV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0095065701(NAD 83)
 TV0208
 TV0208                          SUPERSEDED SURVEY CONTROL
 TV0208
 TV0208  NAD 83(1993)-  17 46 10.89263(N)    064 52 39.24548(W) AD(       ) 3
 TV0208  NAD 83(1986)-  17 46 10.87656(N)    064 52 39.22340(W) AD(       ) 3
 TV0208  PR          -  17 46 17.97670(N)    064 52 40.69754(W) AD(       ) 3
 TV0208  LMSL    (07/19/86)    1.8    (m)            6.     (f) VERT ANG       
 TV0208
 TV0208.Superseded values are not recommended for survey control.
 TV0208
 TV0208.NGS no longer adjusts projects to the PR datum.
 TV0208.See file dsdata.pdf to determine how the superseded data were derived.
 TV0208
 TV0208_MARKER: DD = SURVEY DISK
 TV0208_SETTING: 66 = SET IN ROCK OUTCROP
 TV0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0208+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 TV0208
 TV0208  HISTORY     - Date     Condition        Report By
 TV0208  HISTORY     - 1980     MONUMENTED       NOS
 TV0208  HISTORY     - 20070626 GOOD             INDIV
 TV0208
 TV0208                          STATION DESCRIPTION
 TV0208
 TV0208'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0208'THE STATION IS LOCATED ON THE NORTHWEST END OF ST CROIX ON THE
 TV0208'SECOND POINT NORTH OF HAMS BAY.  STATION IS UNDER AN OBSERVATION
 TV0208'PLATFORM SUPPORTED BY 4 CONCRETE COLUMNS.
 TV0208'
 TV0208'TO REACH THE STATION FROM THE FREDERIKSTED PIER, GO EAST
 TV0208'FOR 1 BLOCK TO A CROSS STREET, TURN LEFT AND GO NORTH
 TV0208'FOR 6.7 KM (4.2 MI) TO A FORK, SCENIC ROAD, KEEP LEFT AND
 TV0208'CONTINUE NORTH FOR 0.5 KM (0.3MI) TO A SIDEROAD LEFT
 TV0208'KEEP RIGHT ON MAIN ROAD FOR 0.5 KM (0.3 MI) TO A FORK,
 TV0208'TAKE FORK TO LEFT AND GO 0.2 KM (0.1 MI) TO BEACH AND STATION
 TV0208'TO THE SOUTH OF THE END OF ROAD.
 TV0208'
 TV0208'THE STATION IS A STANDARD USN DISK
 TV0208'STAMPED---BAY 1975---,
 TV0208'CEMENTED INTO THE ROCK BENETH A OBSERVATION PLATFORM.
 TV0208'IT IS LOCATED
 TV0208'16 METERS (52.5 FT) SOUTH FROM THE NORTH EDGE OF ROCKY SHORELINE.
 TV0208'
 TV0208'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 4 METERS.
 TV0208
 TV0208                          STATION RECOVERY (2007)
 TV0208
 TV0208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HSI)
 TV0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0063 ***********************************************************************
 TV0063  DESIGNATION -  BEE
 TV0063  PID         -  TV0063
 TV0063  STATE/COUNTY-  VQ/ST CROIX
 TV0063  COUNTRY     -  US
 TV0063  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0063
 TV0063                         *CURRENT SURVEY CONTROL
 TV0063  ______________________________________________________________________
 TV0063* NAD 83(1997) POSITION- 17 45 29.19115(N) 064 40 42.41901(W)   ADJUSTED
 TV0063* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0063  ______________________________________________________________________
 TV0063  GEOID HEIGHT    -        -41.352 (meters)                     GEOID18
 TV0063  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 TV0063  HORZ ORDER      -  THIRD
 TV0063
 TV0063.The horizontal coordinates were established by classical geodetic methods
 TV0063.and adjusted by the National Geodetic Survey in May 1997.
 TV0063
 TV0063.The orthometric height was scaled from a topographic map.
 TV0063
 TV0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0063.GEOID18 height accuracy estimate available here.
 TV0063
 TV0063.Click photographs - Photos may exist for this station.
 TV0063
 TV0063.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0063
 TV0063. The following values were computed from the NAD 83(1997) position.
 TV0063
 TV0063;                    North         East     Units Scale Factor Converg.
 TV0063;SPC PRVI     -   192,565.843   386,105.046   MT  1.00002811   +0 32 56.7
 TV0063;UTM  20      - 1,964,219.075   322,053.371   MT  0.99999151   -0 30 43.4
 TV0063
 TV0063:                Primary Azimuth Mark                     Grid Az
 TV0063:SPC PRVI     -  SHOYS MILL                               220 09 33.8
 TV0063:UTM  20      -  SHOYS MILL                               221 13 13.9
 TV0063
 TV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2205364219(NAD 83)
 TV0063
 TV0063|---------------------------------------------------------------------|
 TV0063| PID    Reference Object                     Distance      Geod. Az  |
 TV0063|                                                           dddmmss.s |
 TV0063| TV0064 SHOYS MILL                          453.841 METERS 2204230.5 |
 TV0063| TV0065 AEE                                 383.978 METERS 26759     |
 TV0063| TV0077 ST JOHN CHIMNEY                     APPROX. 7.2 KM 2744055.3 |
 TV0063|---------------------------------------------------------------------|
 TV0063
 TV0063                          SUPERSEDED SURVEY CONTROL
 TV0063
 TV0063  NAD 83(1993)-  17 45 29.18944(N)    064 40 42.42890(W) AD(       ) 3
 TV0063  NAD 83(1986)-  17 45 29.17451(N)    064 40 42.40485(W) AD(       ) 3
 TV0063  PR          -  17 45 36.26995(N)    064 40 43.89034(W) AD(       ) 3
 TV0063
 TV0063.Superseded values are not recommended for survey control.
 TV0063
 TV0063.NGS no longer adjusts projects to the PR datum.
 TV0063.See file dsdata.pdf to determine how the superseded data were derived.
 TV0063
 TV0063
 TV0063  HISTORY     - Date     Condition        Report By
 TV0063  HISTORY     - 1924     MONUMENTED       CGS
 TV0063
 TV0063                          STATION DESCRIPTION
 TV0063
 TV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0063'STATION IS LOCATED ON POINT OF LAND NEAR SHOYS MILL AND
 TV0063'TOGETHER WITH (AEE) FRONT BEACON FROM PROLONGATION OF GREAT
 TV0063'MIDDLE GROUND RANGE.
 TV0063'
 TV0063'STATION IS NOT DESCRIBED IN BUOY LIST, 1925, U.S.L.H.S.  IT
 TV0063'IS 425 YARDS E OF FRONT BEACON, AND IS THE USUAL DAYMARK
 TV0063'MOUNTED ON A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0087 ***********************************************************************
 TV0087  DESIGNATION -  BEE
 TV0087  PID         -  TV0087
 TV0087  STATE/COUNTY-  VQ/ST CROIX
 TV0087  COUNTRY     -  US
 TV0087  USGS QUAD   -  GRASS POINT (2013)
 TV0087
 TV0087                         *CURRENT SURVEY CONTROL
 TV0087  ______________________________________________________________________
 TV0087* NAD 83(1997) POSITION- 17 44 40.63342(N) 064 36 50.16524(W)   ADJUSTED
 TV0087* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0087  ______________________________________________________________________
 TV0087  GEOID HEIGHT    -        -41.209 (meters)                     GEOID18
 TV0087  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 TV0087  HORZ ORDER      -  THIRD
 TV0087
 TV0087.The horizontal coordinates were established by classical geodetic methods
 TV0087.and adjusted by the National Geodetic Survey in May 1997.
 TV0087
 TV0087.The orthometric height was scaled from a topographic map.
 TV0087
 TV0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0087.GEOID18 height accuracy estimate available here.
 TV0087
 TV0087.Click photographs - Photos may exist for this station.
 TV0087
 TV0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0087
 TV0087. The following values were computed from the NAD 83(1997) position.
 TV0087
 TV0087;                    North         East     Units Scale Factor Converg.
 TV0087;SPC PRVI     -   191,139.798   392,961.453   MT  1.00003007   +0 34 09.4
 TV0087;UTM  20      - 1,962,666.372   328,881.833   MT  0.99996204   -0 29 31.2
 TV0087
 TV0087:                Primary Azimuth Mark                     Grid Az
 TV0087:SPC PRVI     -  GREEN                                    295 05 29.3
 TV0087:UTM  20      -  GREEN                                    296 09 09.9
 TV0087
 TV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2888162666(NAD 83)
 TV0087
 TV0087|---------------------------------------------------------------------|
 TV0087| PID    Reference Object                     Distance      Geod. Az  |
 TV0087|                                                           dddmmss.s |
 TV0087| TV0043 END                                 APPROX. 4.7 KM 0034331.8 |
 TV0087| CE4539 BEE RM 1                                           07645     |
 TV0087| TV0062 GREEN                               APPROX. 6.0 KM 2953938.7 |
 TV0087| TV0058 DRY                                 APPROX. 4.2 KM 3042536.2 |
 TV0087| TV0055 SOLITUDE MILL                       APPROX. 2.2 KM 3062411.1 |
 TV0087| TV0053 COTTON VALLEY MILL                  APPROX. 1.5 KM 3063110.3 |
 TV0087| TV0054 CRAB                                APPROX. 5.1 KM 3425726.4 |
 TV0087|---------------------------------------------------------------------|
 TV0087
 TV0087                          SUPERSEDED SURVEY CONTROL
 TV0087
 TV0087  NAD 83(1993)-  17 44 40.63176(N)    064 36 50.17542(W) AD(       ) 3
 TV0087  NAD 83(1986)-  17 44 40.62191(N)    064 36 50.14928(W) AD(       ) 3
 TV0087  PR          -  17 44 47.71725(N)    064 36 51.64447(W) AD(       ) 3
 TV0087
 TV0087.Superseded values are not recommended for survey control.
 TV0087
 TV0087.NGS no longer adjusts projects to the PR datum.
 TV0087.See file dsdata.pdf to determine how the superseded data were derived.
 TV0087
 TV0087_MARKER: Z = SEE DESCRIPTION
 TV0087_SETTING: 0 = UNSPECIFIED SETTING
 TV0087
 TV0087  HISTORY     - Date     Condition        Report By
 TV0087  HISTORY     - 1919     MONUMENTED       CGS
 TV0087  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0087  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0087
 TV0087                          STATION DESCRIPTION
 TV0087
 TV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0087'STATION ON THE HILL SHOWN ON BRITISH ADMIRALTY CHART 485, AS
 TV0087'620 FT HIGH.  THIS HILL FORMS PART OF THE BACKBONE OF THE E
 TV0087'END OF ST. CROIX.  IT IS 3/4 MILE SE OF COTTON VALLEY RUINS.
 TV0087'
 TV0087'STATION IS MARKED BY A STANDARD BRASS DISK IN TOP OF A 6-INCH
 TV0087'DIAMETER, 24 INCHES LONG, CEMENT POST PROJECTING ABOUT 6
 TV0087'INCHES.  SUBSURFACE MARK IS SAME AS SURFACE MARK ONLY SHORTER.
 TV0087'
 TV0087'TWO REFERENCE MARKS WERE PUT IN BUT NO DISTANCES OR DIRECTIONS
 TV0087'TO THEM WERE MEASURED, AS THIS WAS LEFT UNTIL THE STATION
 TV0087'SHOULD BE OCCUPIED.  AN 8-FOOT HIGH SCAFFOLD WAS BUILT OVER
 TV0087'THE STATION.  BEST APPROACHED BY A TRAIL LEADING UP THE VALLEY
 TV0087'FROM COTTON VALLEY RUINS TO THE TOP OF THE RIDGE AND THENCE
 TV0087'EASTWARD.
 TV0087
 TV0087                          STATION RECOVERY (1921)
 TV0087
 TV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0087'FOUND AS DESCRIBED, EXCEPT THAT THE REFERENCE MARKS HAD BEEN
 TV0087'REMOVED.  THERE WAS NO TIME TO RETURN TO THIS STATION AND
 TV0087'REPLACE THEM.  STATION WAS OCCUPIED.
 TV0087
 TV0087                          STATION RECOVERY (1925)
 TV0087
 TV0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0087'HILLTOP IS USED AS OFF-SHORE SIGNAL.  NO SEARCH FOR MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0505 ***********************************************************************
 TV0505  DESIGNATION -  BELVEDERE 1900
 TV0505  PID         -  TV0505
 TV0505  STATE/COUNTY-  VQ/ST THOMAS
 TV0505  COUNTRY     -  US
 TV0505  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0505
 TV0505                         *CURRENT SURVEY CONTROL
 TV0505  ______________________________________________________________________
 TV0505* NAD 83(1997) POSITION- 18 20 06.38909(N) 064 56 32.85989(W)   ADJUSTED
 TV0505* LMSL    ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 TV0505  ______________________________________________________________________
 TV0505  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0505  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 TV0505  HORZ ORDER      -  THIRD
 TV0505
 TV0505.The horizontal coordinates were established by classical geodetic methods
 TV0505.and adjusted by the National Geodetic Survey in May 1997.
 TV0505
 TV0505.The orthometric height was scaled from a topographic map.
 TV0505
 TV0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0505.GEOID18 height accuracy estimate available here.
 TV0505
 TV0505.Click photographs - Photos may exist for this station.
 TV0505
 TV0505.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0505
 TV0505. The following values were computed from the NAD 83(1997) position.
 TV0505
 TV0505;                    North         East     Units Scale Factor Converg.
 TV0505;SPC PRVI     -   256,178.643   357,587.431   MT  0.99999551   +0 27 59.3
 TV0505;UTM  20      - 2,028,356.143   294,726.137   MT  1.00012096   -0 36 40.5
 TV0505
 TV0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV0505!SPC PRVI     -   0.99999484  x   0.99999551  =   0.99999035
 TV0505!UTM  20      -   0.99999484  x   1.00012096  =   1.00011580
 TV0505
 TV0505:                Primary Azimuth Mark                     Grid Az
 TV0505:SPC PRVI     -  SAVANA 1900                              270 32 08.9
 TV0505:UTM  20      -  SAVANA 1900                              271 36 48.7
 TV0505
 TV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9472628356(NAD 83)
 TV0505
 TV0505|---------------------------------------------------------------------|
 TV0505| PID    Reference Object                     Distance      Geod. Az  |
 TV0505|                                                           dddmmss.s |
 TV0505| TV0502 EAST POINT LIGHTHOUSE               APPROX. 2.7 KM 1272456.5 |
 TV0505| TV0555 SAVANA 1900                         APPROX.14.9 KM 2710008.2 |
 TV0505|---------------------------------------------------------------------|
 TV0505
 TV0505                          SUPERSEDED SURVEY CONTROL
 TV0505
 TV0505  NAD 83(1993)-  18 20 06.38898(N)    064 56 32.86789(W) AD(       ) 3
 TV0505  NAD 83(1986)-  18 20 06.36189(N)    064 56 32.83460(W) AD(       ) 3
 TV0505  PR          -  18 20 13.52527(N)    064 56 34.31151(W) AD(       ) 3
 TV0505
 TV0505.Superseded values are not recommended for survey control.
 TV0505
 TV0505.NGS no longer adjusts projects to the PR datum.
 TV0505.See file dsdata.pdf to determine how the superseded data were derived.
 TV0505
 TV0505
 TV0505  HISTORY     - Date     Condition        Report By
 TV0505  HISTORY     - 1900     MONUMENTED       CGS
 TV0505  HISTORY     - 19950424 MARK NOT FOUND   USPSQD
 TV0505
 TV0505                          STATION DESCRIPTION
 TV0505
 TV0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0505'THE STATION IS THE CENTER OF OCTAGONAL STRUCTURE (SO CALLED) ON
 TV0505'THE SUMMIT OF THE LITTLE HILL BACK OF THE RESIDENCE OF
 TV0505'MR. BRONDSTED (VILLA OLGA), AT THE W END OF ST. THOMAS HARBOR.
 TV0505
 TV0505                          STATION RECOVERY (1995)
 TV0505
 TV0505'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0543 ***********************************************************************
 TV0543  DESIGNATION -  BELVEDERE 2
 TV0543  PID         -  TV0543
 TV0543  STATE/COUNTY-  VQ/ST THOMAS
 TV0543  COUNTRY     -  US
 TV0543  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0543
 TV0543                         *CURRENT SURVEY CONTROL
 TV0543  ______________________________________________________________________
 TV0543* NAD 83(1997) POSITION- 18 20 06.25612(N) 064 56 33.00778(W)   ADJUSTED
 TV0543* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0543  ______________________________________________________________________
 TV0543  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0543  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 TV0543  HORZ ORDER      -  THIRD
 TV0543
 TV0543.The horizontal coordinates were established by classical geodetic methods
 TV0543.and adjusted by the National Geodetic Survey in May 1997.
 TV0543
 TV0543.The orthometric height was scaled from a topographic map.
 TV0543
 TV0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0543.GEOID18 height accuracy estimate available here.
 TV0543
 TV0543.Click photographs - Photos may exist for this station.
 TV0543
 TV0543.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0543
 TV0543. The following values were computed from the NAD 83(1997) position.
 TV0543
 TV0543;                    North         East     Units Scale Factor Converg.
 TV0543;SPC PRVI     -   256,174.520   357,583.122   MT  0.99999551   +0 27 59.3
 TV0543;UTM  20      - 2,028,352.101   294,721.751   MT  1.00012098   -0 36 40.6
 TV0543
 TV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9472128352(NAD 83)
 TV0543
 TV0543                          SUPERSEDED SURVEY CONTROL
 TV0543
 TV0543  NAD 83(1993)-  18 20 06.25612(N)    064 56 33.01577(W) AD(       ) 3
 TV0543  NAD 83(1986)-  18 20 06.22570(N)    064 56 32.97847(W) AD(       ) 3
 TV0543  PR          -  18 20 13.38880(N)    064 56 34.45861(W) AD(       ) 3
 TV0543
 TV0543.Superseded values are not recommended for survey control.
 TV0543
 TV0543.NGS no longer adjusts projects to the PR datum.
 TV0543.See file dsdata.pdf to determine how the superseded data were derived.
 TV0543
 TV0543_MARKER: Z = SEE DESCRIPTION
 TV0543_SETTING: 0 = UNSPECIFIED SETTING
 TV0543
 TV0543  HISTORY     - Date     Condition        Report By
 TV0543  HISTORY     - 1918     MONUMENTED       CGS
 TV0543  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TV0543  HISTORY     - 19950424 MARK NOT FOUND   USPSQD
 TV0543
 TV0543                          STATION DESCRIPTION
 TV0543
 TV0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0543'THIS STATION IS NEAR THE SW CORNER OF CAREEN OR MANECKE
 TV0543'HILL.  THE CENTER OF THE STATION IS MARKED BY A REGULATION
 TV0543'BRASS DISK PLACED IN THE CENTER OF A CIRCULAR POST OF CONCRETE
 TV0543'4 FEET IN DIAMETER AND PROJECTING ABOUT 10 INCHES ABOVE THE
 TV0543'GROUND.  THIS CONCRETE BASE WAS AT ONE TIME THE BOTTOM OF A
 TV0543'WATER TANK.  THE BASE OF THE OCTAGONAL STRUCTURE REFERRED TO
 TV0543'IN THE OLD DESCRIPTION OF BELVEDERE IS STILL PRESENT, THE
 TV0543'STRUCTURE ITSELF HAVING BEEN BLOWN AWAY BY THE RECENT
 TV0543'HURRICANE.  THE TOP OF THE HILL IS FENCED IN BY A STONE FENCE
 TV0543'1 FOOT HIGH.  THE TOP OF THE HILL HAS AN OCTAGONAL CONCRETE
 TV0543'FLOORING.  IN THE CENTER OF THIS FLOORING THERE IS THE
 TV0543'CONCRETE BASE.  THERE IS A CONCRETE STEP ON THE S SIDE AND THE
 TV0543'N SIDE.  THE HILL IS COVERED WITH GRASS.  NO TREES
 TV0543'EXIST.  ON THE NE END OF THE TOP OF THE HILL THERE IS ANOTHER
 TV0543'CIRCULAR BASE OF CONCRETE 4 FEET IN DIAMETER.  THERE IS A
 TV0543'LARGE HOLE IN THE CONCRETE WHERE ONCE A FLAGSTAFF RESTED.
 TV0543'
 TV0543'REFERENCE MARK NO. 1 IS A CROSS ON AN OCTAGONAL BASE AND
 TV0543'BEARS N 59 DEG E.
 TV0543'
 TV0543'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET ON THE
 TV0543'CONCRETE BASE OF THE FLAGSTAFF AND BEARS N 40 DEG E.
 TV0543'
 TV0543'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN A HIGH
 TV0543'CONCRETE CHIMNEY ON WATER ISLAND AND BEARS S 82 DEG E.
 TV0543
 TV0543                          STATION RECOVERY (1941)
 TV0543
 TV0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JH)
 TV0543'THE STATION APPEARS TO BE INTACT.  IT IS MARKED BY A STANDARD
 TV0543'DISK WHICH DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 TV0543
 TV0543                          STATION RECOVERY (1995)
 TV0543
 TV0543'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1537 ***********************************************************************
 TV1537  DESIGNATION -  BETSY
 TV1537  PID         -  TV1537
 TV1537  STATE/COUNTY-  VQ/ST THOMAS
 TV1537  COUNTRY     -  US
 TV1537  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1537
 TV1537                         *CURRENT SURVEY CONTROL
 TV1537  ______________________________________________________________________
 TV1537* NAD 83(2011) POSITION- 18 19 49.83016(N) 064 55 34.07486(W)   ADJUSTED
 TV1537* NAD 83(2011) ELLIP HT-   -39.765 (meters)        (06/27/12)   ADJUSTED
 TV1537* NAD 83(2011) EPOCH   -  2010.00
 TV1537* VIVD09  ORTHO HEIGHT -     2.386 (meters)        7.83  (feet) ADJUSTED
 TV1537  ______________________________________________________________________
 TV1537  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 TV1537  NAD 83(2011) X  -  2,566,647.776 (meters)                     COMP
 TV1537  NAD 83(2011) Y  - -5,485,718.037 (meters)                     COMP
 TV1537  NAD 83(2011) Z  -  1,993,130.171 (meters)                     COMP
 TV1537  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 TV1537  VERT ORDER      -  FIRST     CLASS II
 TV1537
 TV1537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1537  Standards:
 TV1537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1537  -------------------------------------------------------------------
 TV1537  NETWORK    3.02   7.37           1.08   1.36   3.76     -0.01265557
 TV1537  -------------------------------------------------------------------
 TV1537  Click here for local accuracies and other accuracy information.
 TV1537
 TV1537.The horizontal coordinates were established by GPS observations
 TV1537.and adjusted by the National Geodetic Survey in June 2012.
 TV1537
 TV1537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1537.been affixed to the stable North American tectonic plate. See 
 TV1537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1537
 TV1537.The horizontal coordinates are valid at the epoch date displayed above
 TV1537.which is a decimal equivalence of Year/Month/Day.
 TV1537
 TV1537.The orthometric height was determined by differential leveling and
 TV1537.adjusted by the NATIONAL GEODETIC SURVEY
 TV1537.in April 2012.
 TV1537
 TV1537.No vertical observational check was made to the station.
 TV1537
 TV1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1537.GEOID18 height accuracy estimate available here.
 TV1537
 TV1537.Click photographs - Photos may exist for this station.
 TV1537
 TV1537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1537
 TV1537.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1537
 TV1537.The ellipsoidal height was determined by GPS observations
 TV1537.and is referenced to NAD 83.
 TV1537
 TV1537. The following values were computed from the NAD 83(2011) position.
 TV1537
 TV1537;                    North         East     Units Scale Factor Converg.
 TV1537;SPC PRVI     -   255,683.678   359,317.601   MT  0.99999537   +0 28 17.7
 TV1537;UTM  20      - 2,027,828.661   296,446.900   MT  1.00011226   -0 36 21.5
 TV1537
 TV1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1537!SPC PRVI     -   1.00000625  x   0.99999537  =   1.00000162
 TV1537!UTM  20      -   1.00000625  x   1.00011226  =   1.00011851
 TV1537
 TV1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9644627828(NAD 83)
 TV1537
 TV1537                          SUPERSEDED SURVEY CONTROL
 TV1537
 TV1537  NAD 83(2007)-  18 19 49.82912(N)    064 55 34.07988(W) AD(2002.00) 0
 TV1537  ELLIP H (02/10/07)  -39.781  (m)                       GP(2002.00)    
 TV1537  NAD 83(1997)-  18 19 49.82794(N)    064 55 34.08566(W) AD(       ) 2
 TV1537  ELLIP H (05/22/97)  -39.836  (m)                       GP(       ) 4 1
 TV1537  NAD 83(1993)-  18 19 49.82609(N)    064 55 34.09565(W) AD(       ) 2
 TV1537  ELLIP H (07/06/94)  -39.688  (m)                       GP(       ) 4 1
 TV1537  LMSL    (07/06/94)    2.5    (m)  GEOID93  model used  GPS OBS        
 TV1537
 TV1537.Superseded values are not recommended for survey control.
 TV1537
 TV1537.NGS no longer adjusts projects to the PR datum.
 TV1537.See file dsdata.pdf to determine how the superseded data were derived.
 TV1537
 TV1537_MARKER: DD = SURVEY DISK
 TV1537_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TV1537_SP_SET: PIER
 TV1537_STAMPING: BETSY 1993
 TV1537_MARK LOGO: NOS
 TV1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1537+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 TV1537
 TV1537  HISTORY     - Date     Condition        Report By
 TV1537  HISTORY     - 1993     MONUMENTED       NOS
 TV1537  HISTORY     - 20060222 GOOD             USPSQD
 TV1537  HISTORY     - 20070724 GOOD             NGS
 TV1537
 TV1537                          STATION DESCRIPTION
 TV1537
 TV1537'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1537'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1537'NEAR THE SOUTH CENTRAL PART OF THE ISLAND ALONG THE SHORE OF AND AT
 TV1537'THE SOUTHEAST CORNER OF THE CITY OF CHARLOTTE AMALIE IN THE VICINITY
 TV1537'OF HAVENSIGHT POINT ON THE WEST INDIAN COMPANY DOCKS (CRUISE SHIPS)
 TV1537'AT THE WESTERN END OF A PIER WHICH EXTENDS INTO ST THOMAS HARBOR FROM
 TV1537'HAVENSIGHT POINT.  REACH STATION FROM CHARLOTTE AMALIE BY TRAVELLING
 TV1537'EAST ON VETERANS DRIVE (HIGHWAY 30) TO THE HAVENSIGHT MALL AT THE
 TV1537'EAST EDGE OF TOWN, TURN RIGHT INTO THE HAVENSIGHT MALL COMPLEX AND
 TV1537'HEAD SOUTH AND WEST TO THE HEAD OF THE PIER THENCE CONTINUE SOUTHWEST
 TV1537'ON THE PIER TO THE END AND THE STATION ON THE RIGHT NEAR THE
 TV1537'NORTHWEST CORNER OF THE PIER.  THE STATION MARK IS AN NOS BRONZE DISK
 TV1537'CEMENTED INTO A DRILL HOLE IN THE CONCRETE SURFACE OF THE PIER, IT
 TV1537'IS, 75.94 FT (23.15 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE PIER,
 TV1537'9.35 FT (2.85 M) EAST OF THE WESTERNMOST EDGE OF THE PIER, 6.47 FT
 TV1537'(1.97 M) EAST OF A 10 CM DIAMETER STEEL NAVIGATIONAL LIGHT STANDARD,
 TV1537'4.75 FT (1.45 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE PIER AND 3.85
 TV1537'FT (1.17 M) WEST OF THE WEST LEG OF A GUARD RAIL STANCHION.
 TV1537
 TV1537                          STATION RECOVERY (2006)
 TV1537
 TV1537'RECOVERY NOTE BY US POWER SQUADRON 2006 (DSR)
 TV1537'RECOVERED IN GOOD CONDITION.
 TV1537
 TV1537                          STATION RECOVERY (2007)
 TV1537
 TV1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1537'RECOVERED AS DESCRIBED NO PUBLIC ACCESS.  THE DOCK IS FENCED OFF.
 TV1537'ACCESS MUST BE OBTAINED FROM DOCK SECURITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0149 ***********************************************************************
 TV0149  DESIGNATION -  BETTYS HOPE CHIMNEY
 TV0149  PID         -  TV0149
 TV0149  STATE/COUNTY-  VQ/ST CROIX
 TV0149  COUNTRY     -  US
 TV0149  USGS QUAD   -  LONG POINT (2013)
 TV0149
 TV0149                         *CURRENT SURVEY CONTROL
 TV0149  ______________________________________________________________________
 TV0149* NAD 83(1997) POSITION- 17 41 30.48431(N) 064 48 58.18533(W)   ADJUSTED
 TV0149  ______________________________________________________________________
 TV0149  GEOID HEIGHT    -        -41.286 (meters)                     GEOID18
 TV0149  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 TV0149  HORZ ORDER      -  THIRD
 TV0149
 TV0149.The horizontal coordinates were established by classical geodetic methods
 TV0149.and adjusted by the National Geodetic Survey in May 1997.
 TV0149
 TV0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0149.GEOID18 height accuracy estimate available here.
 TV0149
 TV0149.Click photographs - Photos may exist for this station.
 TV0149
 TV0149.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0149
 TV0149. The following values were computed from the NAD 83(1997) position.
 TV0149
 TV0149;                    North         East     Units Scale Factor Converg.
 TV0149;SPC PRVI     -   185,092.691   371,565.832   MT  1.00003830   +0 30 21.6
 TV0149;UTM  20      - 1,957,016.138   307,378.565   MT  1.00005875   -0 33 07.5
 TV0149
 TV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0737857016(NAD 83)
 TV0149
 TV0149                          SUPERSEDED SURVEY CONTROL
 TV0149
 TV0149  NAD 83(1993)-  17 41 30.48255(N)    064 48 58.19508(W) AD(       ) 3
 TV0149  NAD 83(1986)-  17 41 30.46597(N)    064 48 58.17497(W) AD(       ) 3
 TV0149  PR          -  17 41 37.55446(N)    064 48 59.65013(W) AD(       ) 3
 TV0149
 TV0149.Superseded values are not recommended for survey control.
 TV0149
 TV0149.NGS no longer adjusts projects to the PR datum.
 TV0149.See file dsdata.pdf to determine how the superseded data were derived.
 TV0149
 TV0149
 TV0149  HISTORY     - Date     Condition        Report By
 TV0149  HISTORY     - 1918     MONUMENTED       CGS
 TV0149  HISTORY     - 1925     GOOD             CGS
 TV0149
 TV0149                          STATION DESCRIPTION
 TV0149
 TV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0149'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0155 ***********************************************************************
 TV0155  DESIGNATION -  BIG DIAMOND CHIMNEY
 TV0155  PID         -  TV0155
 TV0155  STATE/COUNTY-  VQ/ST CROIX
 TV0155  COUNTRY     -  US
 TV0155  USGS QUAD   -  LONG POINT (2013)
 TV0155
 TV0155                         *CURRENT SURVEY CONTROL
 TV0155  ______________________________________________________________________
 TV0155* NAD 83(1997) POSITION- 17 42 15.24017(N) 064 49 32.57605(W)   ADJUSTED
 TV0155  ______________________________________________________________________
 TV0155  GEOID HEIGHT    -        -41.351 (meters)                     GEOID18
 TV0155  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 TV0155  HORZ ORDER      -  THIRD
 TV0155
 TV0155.The horizontal coordinates were established by classical geodetic methods
 TV0155.and adjusted by the National Geodetic Survey in May 1997.
 TV0155
 TV0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0155.GEOID18 height accuracy estimate available here.
 TV0155
 TV0155.Click photographs - Photos may exist for this station.
 TV0155
 TV0155.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0155
 TV0155. The following values were computed from the NAD 83(1997) position.
 TV0155
 TV0155;                    North         East     Units Scale Factor Converg.
 TV0155;SPC PRVI     -   186,459.722   370,540.302   MT  1.00003629   +0 30 10.8
 TV0155;UTM  20      - 1,958,401.909   306,378.433   MT  1.00006353   -0 33 19.4
 TV0155
 TV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0637858401(NAD 83)
 TV0155
 TV0155                          SUPERSEDED SURVEY CONTROL
 TV0155
 TV0155  NAD 83(1993)-  17 42 15.23844(N)    064 49 32.58578(W) AD(       ) 3
 TV0155  NAD 83(1986)-  17 42 15.22205(N)    064 49 32.56582(W) AD(       ) 3
 TV0155  PR          -  17 42 22.31213(N)    064 49 34.04112(W) AD(       ) 3
 TV0155
 TV0155.Superseded values are not recommended for survey control.
 TV0155
 TV0155.NGS no longer adjusts projects to the PR datum.
 TV0155.See file dsdata.pdf to determine how the superseded data were derived.
 TV0155
 TV0155
 TV0155  HISTORY     - Date     Condition        Report By
 TV0155  HISTORY     - 1918     MONUMENTED       CGS
 TV0155  HISTORY     - 1977     GOOD             NGS
 TV0155  HISTORY     - 19950427 GOOD             USPSQD
 TV0155
 TV0155                          STATION DESCRIPTION
 TV0155
 TV0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0155'STATION RECOVERED IN GOOD CONDITION.
 TV0155
 TV0155                          STATION RECOVERY (1995)
 TV0155
 TV0155'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0045 ***********************************************************************
 TV0045  DESIGNATION -  BIRD 1919
 TV0045  PID         -  TV0045
 TV0045  STATE/COUNTY-  VQ/ST CROIX
 TV0045  COUNTRY     -  US
 TV0045  USGS QUAD   -  BUCK ISLAND (2013)
 TV0045
 TV0045                         *CURRENT SURVEY CONTROL
 TV0045  ______________________________________________________________________
 TV0045* NAD 83(1997) POSITION- 17 47 12.85058(N) 064 37 09.43280(W)   ADJUSTED
 TV0045* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0045  ______________________________________________________________________
 TV0045  GEOID HEIGHT    -        -41.508 (meters)                     GEOID18
 TV0045  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 TV0045  HORZ ORDER      -  THIRD
 TV0045
 TV0045.The horizontal coordinates were established by classical geodetic methods
 TV0045.and adjusted by the National Geodetic Survey in May 1997.
 TV0045
 TV0045.The orthometric height was scaled from a topographic map.
 TV0045
 TV0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0045.GEOID18 height accuracy estimate available here.
 TV0045
 TV0045.Click photographs - Photos may exist for this station.
 TV0045
 TV0045.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0045
 TV0045. The following values were computed from the NAD 83(1997) position.
 TV0045
 TV0045;                    North         East     Units Scale Factor Converg.
 TV0045;SPC PRVI     -   195,813.799   392,347.480   MT  1.00002410   +0 34 03.3
 TV0045;UTM  20      - 1,967,350.649   328,354.614   MT  0.99996427   -0 29 41.2
 TV0045
 TV0045:                Primary Azimuth Mark                     Grid Az
 TV0045:SPC PRVI     -  GREEN                                    246 11 32.5
 TV0045:UTM  20      -  GREEN                                    247 15 17.0
 TV0045
 TV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2835467350(NAD 83)
 TV0045
 TV0045|---------------------------------------------------------------------|
 TV0045| PID    Reference Object                     Distance      Geod. Az  |
 TV0045|                                                           dddmmss.s |
 TV0045| TV0053 COTTON VALLEY MILL                  APPROX. 3.8 KM 1891939.9 |
 TV0045| TV0055 SOLITUDE MILL                       APPROX. 3.6 KM 1990549.8 |
 TV0045| TV0057 COAKLEY BAY MILL                    APPROX. 3.8 KM 2164201.2 |
 TV0045| TV0062 GREEN                               APPROX. 5.3 KM 2464535.8 |
 TV0045|---------------------------------------------------------------------|
 TV0045
 TV0045                          SUPERSEDED SURVEY CONTROL
 TV0045
 TV0045  NAD 83(1993)-  17 47 12.84875(N)    064 37 09.44277(W) AD(       ) 3
 TV0045  NAD 83(1986)-  17 47 12.83840(N)    064 37 09.42054(W) AD(       ) 3
 TV0045  PR          -  17 47 19.93290(N)    064 37 10.91514(W) AD(       ) 3
 TV0045
 TV0045.Superseded values are not recommended for survey control.
 TV0045
 TV0045.NGS no longer adjusts projects to the PR datum.
 TV0045.See file dsdata.pdf to determine how the superseded data were derived.
 TV0045
 TV0045_MARKER: Z = SEE DESCRIPTION
 TV0045_SETTING: 66 = SET IN ROCK OUTCROP
 TV0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0045
 TV0045  HISTORY     - Date     Condition        Report By
 TV0045  HISTORY     - 1919     MONUMENTED       CGS
 TV0045  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0045  HISTORY     - 1980     GOOD             NOS
 TV0045
 TV0045                          STATION DESCRIPTION
 TV0045
 TV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0045'STATION SITUATED ABOUT 40 METERS W OF AND 12 FEET BELOW THE
 TV0045'HIGHEST PART OF BUCK ISLAND.  ABOUT 35 METERS E OF THE STATION
 TV0045'THERE IS A LARGE CONSPICUOUS TAMARIND TREE.  UNDERNEATH THE
 TV0045'TREE ARE THE RUINS OF A HOUSE.
 TV0045'
 TV0045'STATION MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0045'IN A DRILL HOLE IN THE OUTCROPPING ROCK.
 TV0045'
 TV0045'NO REFERENCE MARKS WERE ESTABLISHED.
 TV0045'
 TV0045'NO OBSERVATIONS WERE TAKEN AT OR ON THE STATION.
 TV0045
 TV0045                          STATION RECOVERY (1921)
 TV0045
 TV0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0045'STATION FOUND AS DESCRIBED.  THE TAMARIND TREE REFERRED TO WAS
 TV0045'MADE A REFERENCE MARK.  FROM MARK TO NEAREST (W) SIDE TRUNK
 TV0045'IS 43.37 METERS.  FROM GREEN TO THIS TREE, CALLED TREE ON
 TV0045'TOPOGRAPHIC SHEET K AND LISTED, THE ANGLE IS 206 DEG 35 MIN.
 TV0045'
 TV0045'STATION OCCUPIED.
 TV0045
 TV0045                          STATION RECOVERY (1980)
 TV0045
 TV0045'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0045'THE STATION WAS RECOVERED IN GOOD CONDITION. THE TAMARIND
 TV0045'TREE MENTIONED IN THE PREVIOUS DESCRIPTION IS A GOOD REFERENCE
 TV0045'POINT.
 TV0045'
 TV0045'THERE IS A BOAT DOCK ON THE SOUTH SIDE OF THE  ISLAND. FROM THE
 TV0045'DOCK PACK EAST ALONG SHORELINE FOR 100 METERS TO A SMALL
 TV0045'PAVILLION, PICNIC AREA AND TRAIL. PACK NORTHERLY UPHILL ON
 TV0045'MAIN TRAIL TO TOP OF RIDGE THENCE EASTERLY ALONG RIDGE TO
 TV0045'STATION ON SOUTH SIDE OF TRAIL, JUST BEFORE REACHING A
 TV0045'LIGHT TOWER.
 TV0045'
 TV0045'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0516 ***********************************************************************
 TV0516  DESIGNATION -  BLACK BLACKBEARD CASTLE
 TV0516  PID         -  TV0516
 TV0516  STATE/COUNTY-  VQ/ST THOMAS
 TV0516  COUNTRY     -  US
 TV0516  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0516
 TV0516                         *CURRENT SURVEY CONTROL
 TV0516  ______________________________________________________________________
 TV0516* NAD 83(1997) POSITION- 18 20 37.88372(N) 064 55 46.57218(W)   ADJUSTED
 TV0516  ______________________________________________________________________
 TV0516  GEOID HEIGHT    -        -42.189 (meters)                     GEOID18
 TV0516  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 TV0516  HORZ ORDER      -  THIRD
 TV0516
 TV0516.The horizontal coordinates were established by classical geodetic methods
 TV0516.and adjusted by the National Geodetic Survey in May 1997.
 TV0516
 TV0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0516.GEOID18 height accuracy estimate available here.
 TV0516
 TV0516.Click photographs - Photos may exist for this station.
 TV0516
 TV0516.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0516
 TV0516. The following values were computed from the NAD 83(1997) position.
 TV0516
 TV0516;                    North         East     Units Scale Factor Converg.
 TV0516;SPC PRVI     -   257,158.042   358,938.527   MT  0.99999579   +0 28 13.8
 TV0516;UTM  20      - 2,029,310.068   296,095.584   MT  1.00011403   -0 36 27.0
 TV0516
 TV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9609529310(NAD 83)
 TV0516
 TV0516                          SUPERSEDED SURVEY CONTROL
 TV0516
 TV0516  NAD 83(1993)-  18 20 37.88404(N)    064 55 46.57955(W) AD(       ) 3
 TV0516  NAD 83(1986)-  18 20 37.85327(N)    064 55 46.54177(W) AD(       ) 3
 TV0516  PR          -  18 20 45.01750(N)    064 55 48.02463(W) AD(       ) 3
 TV0516
 TV0516.Superseded values are not recommended for survey control.
 TV0516
 TV0516.NGS no longer adjusts projects to the PR datum.
 TV0516.See file dsdata.pdf to determine how the superseded data were derived.
 TV0516
 TV0516
 TV0516  HISTORY     - Date     Condition        Report By
 TV0516  HISTORY     - 1918     MONUMENTED       CGS
 TV0516  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0516  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0516  HISTORY     - 1971     GOOD             NGS
 TV0516  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0516  HISTORY     - 19950424 GOOD             USPSQD
 TV0516
 TV0516                          STATION DESCRIPTION
 TV0516
 TV0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0516'STATION IS IN THE TOP CENTER OF BLACKBEARDS CASTLE ELEVATION
 TV0516'OF WHICH AS DETERMINED BY TOPOGRAPHY IS 252 FEET.  BLACKBEARDS
 TV0516'CASTLE IS SOMETIMES KNOWN AS KIAERS TOWER AND IS LOCATED ON
 TV0516'GOVERNMENT HILL.  PRACTICALLY THE CENTER OF THE TOWN OF
 TV0516'CHARLOTTE AMALIE.
 TV0516
 TV0516                          STATION RECOVERY (1926)
 TV0516
 TV0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0516'STATION USED AS SIGNAL AS DESCRIBED.
 TV0516
 TV0516                          STATION RECOVERY (1965)
 TV0516
 TV0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0516'TOWER STILL IN PLACE.  A LARGE ROUND STONE TOWER ON A HILL
 TV0516'EAST OF GOVERNORS HOUSE.
 TV0516
 TV0516                          STATION RECOVERY (1971)
 TV0516
 TV0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0516'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0516'
 TV0516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHARLOTTE
 TV0516'AMALIE.
 TV0516
 TV0516                          STATION RECOVERY (1975)
 TV0516
 TV0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0516'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0516'ADEQUATE FOR FUTURE RECOVERY.
 TV0516
 TV0516                          STATION RECOVERY (1995)
 TV0516
 TV0516'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0540 ***********************************************************************
 TV0540  DESIGNATION -  BLACK ON BLACK POINT
 TV0540  PID         -  TV0540
 TV0540  STATE/COUNTY-  VQ/ST THOMAS
 TV0540  COUNTRY     -  US
 TV0540  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0540
 TV0540                         *CURRENT SURVEY CONTROL
 TV0540  ______________________________________________________________________
 TV0540* NAD 83(1997) POSITION- 18 20 43.39613(N) 064 59 08.26618(W)   ADJUSTED
 TV0540  ______________________________________________________________________
 TV0540  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0540  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 TV0540  HORZ ORDER      -  THIRD
 TV0540
 TV0540.The horizontal coordinates were established by classical geodetic methods
 TV0540.and adjusted by the National Geodetic Survey in May 1997.
 TV0540
 TV0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0540.GEOID18 height accuracy estimate available here.
 TV0540
 TV0540.Click photographs - Photos may exist for this station.
 TV0540
 TV0540.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0540
 TV0540. The following values were computed from the NAD 83(1997) position.
 TV0540
 TV0540;                    North         East     Units Scale Factor Converg.
 TV0540;SPC PRVI     -   257,279.796   353,015.566   MT  0.99999584   +0 27 10.7
 TV0540;UTM  20      - 2,029,543.272   290,175.174   MT  1.00014432   -0 37 30.7
 TV0540
 TV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9017529543(NAD 83)
 TV0540
 TV0540                          SUPERSEDED SURVEY CONTROL
 TV0540
 TV0540  NAD 83(1993)-  18 20 43.39593(N)    064 59 08.27685(W) AD(       ) 3
 TV0540  NAD 83(1986)-  18 20 43.36761(N)    064 59 08.24013(W) AD(       ) 3
 TV0540  PR          -  18 20 50.52909(N)    064 59 09.71113(W) AD(       ) 3
 TV0540
 TV0540.Superseded values are not recommended for survey control.
 TV0540
 TV0540.NGS no longer adjusts projects to the PR datum.
 TV0540.See file dsdata.pdf to determine how the superseded data were derived.
 TV0540
 TV0540
 TV0540  HISTORY     - Date     Condition        Report By
 TV0540  HISTORY     - 1918     MONUMENTED       CGS
 TV0540  HISTORY     - 1972     GOOD             NGS
 TV0540  HISTORY     - 19950424 GOOD             USPSQD
 TV0540
 TV0540                          STATION DESCRIPTION
 TV0540
 TV0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0540'STATION BLACK IS A STANDARD BRASS DISC SET IN A LARGE BOULDER ON
 TV0540'THE SOUTHERNMOST EDGE OF BLACK POINT.  APPROXIMATELY 3 METERS FROM
 TV0540'EDGE OF BLUFF.  THIS IS ALSO HIGHEST PORTION OF BLACK POINT.
 TV0540'
 TV0540'BLACK POINT IS 1.1 MILES WEST OF HARRY S. TRUMAN AIRPORT.  TO REACH
 TV0540'THIS STATION A SKIFF IS ADVISABLE SINCE MUCH DENSE UNDERGROWTH
 TV0540'COVERS THE POINT.
 TV0540'
 TV0540'LANDING SHOULD BE MADE ON WESTERN SIDE OF BLACK POINT ON ROCKS
 TV0540'INSIDE THE COVE CREATED BY BLACK POINT.  FROM LANDING, WALK TO S.
 TV0540'END OF BLACK POINT AND HIGHEST POINT ON SOUTH END.
 TV0540'
 TV0540'MARK RECOVERED IN GOOD CONDITION.
 TV0540'
 TV0540'NO REFERENCE MARKS FOUND, NONE DESCRIBED IN ORIGINAL DESCRIPTION.
 TV0540'
 TV0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.2 MILES WEST OF
 TV0540'CHARLOTTE AMALIE.
 TV0540
 TV0540                          STATION RECOVERY (1995)
 TV0540
 TV0540'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5028 ***********************************************************************
 TZ5028  DESIGNATION -  BLACKBEARD CASTLE FLAGPOLE
 TZ5028  PID         -  TZ5028
 TZ5028  STATE/COUNTY-  VQ/ST THOMAS
 TZ5028  COUNTRY     -  US
 TZ5028  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5028
 TZ5028                         *CURRENT SURVEY CONTROL
 TZ5028  ______________________________________________________________________
 TZ5028* NAD 83(1997) POSITION- 18 20 37.84468(N) 064 55 46.56018(W)   ADJUSTED
 TZ5028  ______________________________________________________________________
 TZ5028  GEOID HEIGHT    -        -42.189 (meters)                     GEOID18
 TZ5028  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 TZ5028  HORZ ORDER      -  THIRD
 TZ5028
 TZ5028.The horizontal coordinates were established by classical geodetic methods
 TZ5028.and adjusted by the National Geodetic Survey in May 1997.
 TZ5028
 TZ5028.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5028.GEOID18 height accuracy estimate available here.
 TZ5028
 TZ5028.Click photographs - Photos may exist for this station.
 TZ5028
 TZ5028.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5028
 TZ5028. The following values were computed from the NAD 83(1997) position.
 TZ5028
 TZ5028;                    North         East     Units Scale Factor Converg.
 TZ5028;SPC PRVI     -   257,156.844   358,938.889   MT  0.99999579   +0 28 13.8
 TZ5028;UTM  20      - 2,029,308.864   296,095.924   MT  1.00011403   -0 36 27.0
 TZ5028
 TZ5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9609529308(NAD 83)
 TZ5028
 TZ5028                          SUPERSEDED SURVEY CONTROL
 TZ5028
 TZ5028  NAD 83(1993)-  18 20 37.84275(N)    064 55 46.57020(W) AD(       ) 3
 TZ5028
 TZ5028.Superseded values are not recommended for survey control.
 TZ5028
 TZ5028.NGS no longer adjusts projects to the PR datum.
 TZ5028.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5028
 TZ5028_MARKER: 62 = FLAGPOLE
 TZ5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5028+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5028
 TZ5028  HISTORY     - Date     Condition        Report By
 TZ5028  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5028  HISTORY     - 20050130 GOOD             USPSQD
 TZ5028
 TZ5028                          STATION DESCRIPTION
 TZ5028
 TZ5028'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5028'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5028'IN THE SOUTH CENTRAL PART OF THE ISLAND IN THE APPROXIMATE CENTER OF
 TZ5028'THE CITY OF CHARLOTTE AMALIE ON GOVERNMENT HILL ON A STONE TOWER
 TZ5028'KNOWN AS BLACKBEARD CASTLE.  THE POINT INTERSECTED WAS THE CENTER OF
 TZ5028'THE FLAGPOLE.
 TZ5028
 TZ5028                          STATION RECOVERY (2005)
 TZ5028
 TZ5028'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0495 ***********************************************************************
 TV0495  DESIGNATION -  BLOW 1918
 TV0495  PID         -  TV0495
 TV0495  STATE/COUNTY-  VQ/ST THOMAS
 TV0495  COUNTRY     -  US
 TV0495  USGS QUAD   -  CRUZ BAY (2013)
 TV0495
 TV0495                         *CURRENT SURVEY CONTROL
 TV0495  ______________________________________________________________________
 TV0495* NAD 83(1997) POSITION- 18 21 27.07378(N) 064 50 50.94089(W)   ADJUSTED
 TV0495* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0495  ______________________________________________________________________
 TV0495  GEOID HEIGHT    -        -42.211 (meters)                     GEOID18
 TV0495  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 TV0495  HORZ ORDER      -  THIRD
 TV0495
 TV0495.The horizontal coordinates were established by classical geodetic methods
 TV0495.and adjusted by the National Geodetic Survey in May 1997.
 TV0495
 TV0495.The orthometric height was scaled from a topographic map.
 TV0495
 TV0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0495.GEOID18 height accuracy estimate available here.
 TV0495
 TV0495.Click photographs - Photos may exist for this station.
 TV0495
 TV0495.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0495
 TV0495. The following values were computed from the NAD 83(1997) position.
 TV0495
 TV0495;                    North         East     Units Scale Factor Converg.
 TV0495;SPC PRVI     -   258,743.583   367,604.969   MT  0.99999628   +0 29 46.3
 TV0495;UTM  20      - 2,030,732.401   304,791.163   MT  1.00007112   -0 34 55.3
 TV0495
 TV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0479130732(NAD 83)
 TV0495
 TV0495                          SUPERSEDED SURVEY CONTROL
 TV0495
 TV0495  NAD 83(1993)-  18 21 27.07537(N)    064 50 50.94502(W) AD(       ) 3
 TV0495  NAD 83(1986)-  18 21 27.04189(N)    064 50 50.90762(W) AD(       ) 3
 TV0495  PR          -  18 21 34.20803(N)    064 50 52.40290(W) AD(       ) 3
 TV0495
 TV0495.Superseded values are not recommended for survey control.
 TV0495
 TV0495.NGS no longer adjusts projects to the PR datum.
 TV0495.See file dsdata.pdf to determine how the superseded data were derived.
 TV0495
 TV0495_MARKER: Z = SEE DESCRIPTION
 TV0495_SETTING: 0 = UNSPECIFIED SETTING
 TV0495
 TV0495  HISTORY     - Date     Condition        Report By
 TV0495  HISTORY     - 1918     MONUMENTED       CGS
 TV0495  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0495
 TV0495                          STATION DESCRIPTION
 TV0495
 TV0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0495'STATION IS ON THE ROCKY LEDGE FORMING THE EASTERN POINT OF THATCH
 TV0495'CAY.  IT IS ABOUT 50 FEET ABOVE HIGH WATER.
 TV0495'
 TV0495'MARKED BY A STANDARD U.S.C. AND G.S. BRASS TRIANGULATION MARK
 TV0495'CEMENTED IN DRILL HOLE IN A CRACK OF A FLAT-TOPPED LEDGE.
 TV0495'
 TV0495'THE MARK IS 6 METERS FROM THE RISING IMPASSABLE CLIFF TO THE
 TV0495'WESTWARD.
 TV0495'
 TV0495'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0495'IN A CRACK OF THE ROCK ABOUT 0.6 METER FROM THE BASE OF THE
 TV0495'CLIFF.  IT IS 5.88 METERS DISTANT, AND BEARS S 80 DEG W
 TV0495'(PRISMATIC COMPASS), FROM STATION.
 TV0495
 TV0495                          STATION RECOVERY (1975)
 TV0495
 TV0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0495'STATION AND RM NO.1 WERE RECOVERED IN GOOD CONDITION.  ORIGINAL
 TV0495'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0515 ***********************************************************************
 TV0515  DESIGNATION -  BLUE BLUEBEARD CASTLE FLAGPOLE
 TV0515  PID         -  TV0515
 TV0515  STATE/COUNTY-  VQ/ST THOMAS
 TV0515  COUNTRY     -  US
 TV0515  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0515
 TV0515                         *CURRENT SURVEY CONTROL
 TV0515  ______________________________________________________________________
 TV0515* NAD 83(1997) POSITION- 18 20 25.10129(N) 064 55 26.68834(W)   ADJUSTED
 TV0515  ______________________________________________________________________
 TV0515  GEOID HEIGHT    -        -42.186 (meters)                     GEOID18
 TV0515  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 TV0515  HORZ ORDER      -  THIRD
 TV0515
 TV0515.The horizontal coordinates were established by classical geodetic methods
 TV0515.and adjusted by the National Geodetic Survey in May 1997.
 TV0515
 TV0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0515.GEOID18 height accuracy estimate available here.
 TV0515
 TV0515.Click photographs - Photos may exist for this station.
 TV0515
 TV0515.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0515
 TV0515. The following values were computed from the NAD 83(1997) position.
 TV0515
 TV0515;                    North         East     Units Scale Factor Converg.
 TV0515;SPC PRVI     -   256,769.855   359,525.544   MT  0.99999568   +0 28 20.0
 TV0515;UTM  20      - 2,028,910.861   296,675.262   MT  1.00011111   -0 36 20.3
 TV0515
 TV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9667528910(NAD 83)
 TV0515
 TV0515                          SUPERSEDED SURVEY CONTROL
 TV0515
 TV0515  NAD 83(1993)-  18 20 25.10170(N)    064 55 26.69542(W) AD(       ) 3
 TV0515  NAD 83(1986)-  18 20 25.07072(N)    064 55 26.65769(W) AD(       ) 3
 TV0515  PR          -  18 20 32.23445(N)    064 55 28.14162(W) AD(       ) 3
 TV0515
 TV0515.Superseded values are not recommended for survey control.
 TV0515
 TV0515.NGS no longer adjusts projects to the PR datum.
 TV0515.See file dsdata.pdf to determine how the superseded data were derived.
 TV0515
 TV0515_MARKER: 62 = FLAGPOLE
 TV0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0515+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TV0515
 TV0515  HISTORY     - Date     Condition        Report By
 TV0515  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0515  HISTORY     - 1965     GOOD             CGS
 TV0515  HISTORY     - 1971     GOOD             NGS
 TV0515  HISTORY     - 1972     GOOD             NGS
 TV0515  HISTORY     - 19950424 GOOD             USPSQD
 TV0515  HISTORY     - 20050130 GOOD             USPSQD
 TV0515
 TV0515                          STATION DESCRIPTION
 TV0515
 TV0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0515'STATION IS THE FLAGSTAFF ON THE WESTERN MIDDLE OF BLUEBEARDS
 TV0515'CASTLE LOCATED ON THE FIRST HILL, EASTERN EXTREMITY OF THE
 TV0515'TOWN.  THIS HILL IS GENERALLY KNOWN AS FREDERICKSBERG.  THE
 TV0515'ELEVATION OF THE TOP OF THE TOWER AS DETERMINED BY TOPOGRAPHY
 TV0515'IS 258 FEET.
 TV0515
 TV0515                          STATION RECOVERY (1965)
 TV0515
 TV0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0515'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 TV0515'ADEQUATE.
 TV0515
 TV0515                          STATION RECOVERY (1971)
 TV0515
 TV0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0515'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0515'
 TV0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHARLOTTE
 TV0515'AMALIE.
 TV0515
 TV0515                          STATION RECOVERY (1972)
 TV0515
 TV0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0515'STATION RECOVERED AS DESCRIBED BY O.W.S. IN 1918.  DESCRIPTION IS
 TV0515'ADEQUATE.
 TV0515
 TV0515                          STATION RECOVERY (1995)
 TV0515
 TV0515'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0515'RECOVERED IN GOOD CONDITION.
 TV0515
 TV0515                          STATION RECOVERY (2005)
 TV0515
 TV0515'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TV0515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5029 ***********************************************************************
 TZ5029  DESIGNATION -  BLUEBEARD CASTLE FLAGPOLE
 TZ5029  PID         -  TZ5029
 TZ5029  STATE/COUNTY-  VQ/ST THOMAS
 TZ5029  COUNTRY     -  US
 TZ5029  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5029
 TZ5029                         *CURRENT SURVEY CONTROL
 TZ5029  ______________________________________________________________________
 TZ5029* NAD 83(1997) POSITION- 18 20 25.09087(N) 064 55 26.68111(W)   ADJUSTED
 TZ5029* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5029  ______________________________________________________________________
 TZ5029  GEOID HEIGHT    -        -42.186 (meters)                     GEOID18
 TZ5029  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 TZ5029  HORZ ORDER      -  THIRD
 TZ5029
 TZ5029.The horizontal coordinates were established by classical geodetic methods
 TZ5029.and adjusted by the National Geodetic Survey in May 1997.
 TZ5029
 TZ5029.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5029
 TZ5029.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5029.GEOID18 height accuracy estimate available here.
 TZ5029
 TZ5029.Click photographs - Photos may exist for this station.
 TZ5029
 TZ5029.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5029
 TZ5029. The following values were computed from the NAD 83(1997) position.
 TZ5029
 TZ5029;                    North         East     Units Scale Factor Converg.
 TZ5029;SPC PRVI     -   256,769.537   359,525.758   MT  0.99999568   +0 28 20.0
 TZ5029;UTM  20      - 2,028,910.538   296,675.471   MT  1.00011111   -0 36 20.3
 TZ5029
 TZ5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9667528910(NAD 83)
 TZ5029
 TZ5029                          SUPERSEDED SURVEY CONTROL
 TZ5029
 TZ5029  NAD 83(1993)-  18 20 25.08915(N)    064 55 26.69118(W) AD(       ) 3
 TZ5029  LMSL    (07/06/94)   82.6    (m)          271.     (f) VERT ANG       
 TZ5029
 TZ5029.Superseded values are not recommended for survey control.
 TZ5029
 TZ5029.NGS no longer adjusts projects to the PR datum.
 TZ5029.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5029
 TZ5029_MARKER: 62 = FLAGPOLE
 TZ5029
 TZ5029  HISTORY     - Date     Condition        Report By
 TZ5029  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5029
 TZ5029                          STATION DESCRIPTION
 TZ5029
 TZ5029'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5029'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5029'IN THE SOUTH CENTRAL PART OF THE ISLAND IN THE EASTERN PART OF THE
 TZ5029'CITY OF CHARLOTTE AMALIE ATOP BLUEBEARD HILL AND ON THE STONE TOWER
 TZ5029'KNOWN AS BLUEBEARD CASTLE.  THE OBJECT IS A FLAGPOLE PROJECTING ABOVE
 TZ5029'THE STONE TOWER AND IT DOES NOT APPEAR TO COINCIDE WITH THE CENTER OF
 TZ5029'THE TOWER.  THE POINT INTERSECTED WAS THE CENTER OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0565 ***********************************************************************
 TV0565  DESIGNATION -  BLUFF 1918
 TV0565  PID         -  TV0565
 TV0565  STATE/COUNTY-  VQ/ST THOMAS
 TV0565  COUNTRY     -  US
 TV0565  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0565
 TV0565                         *CURRENT SURVEY CONTROL
 TV0565  ______________________________________________________________________
 TV0565* NAD 83(1997) POSITION- 18 21 10.05628(N) 065 02 29.70218(W)   NO CHECK
 TV0565* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0565  ______________________________________________________________________
 TV0565  GEOID HEIGHT    -        -42.258 (meters)                     GEOID18
 TV0565  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 TV0565  HORZ ORDER      -  THIRD
 TV0565
 TV0565.The horizontal coordinates were established by classical geodetic methods
 TV0565.and adjusted by the National Geodetic Survey in May 1997.
 TV0565
 TV0565.No horizontal observational check was made to the station.
 TV0565
 TV0565.The orthometric height was scaled from a topographic map.
 TV0565
 TV0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0565.GEOID18 height accuracy estimate available here.
 TV0565
 TV0565.Click photographs - Photos may exist for this station.
 TV0565
 TV0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0565
 TV0565. The following values were computed from the NAD 83(1997) position.
 TV0565
 TV0565;                    North         East     Units Scale Factor Converg.
 TV0565;SPC PRVI     -   258,053.601   347,095.328   MT  0.99999610   +0 26 07.7
 TV0565;UTM  20      - 2,030,428.502   284,269.580   MT  1.00017539   -0 38 35.1
 TV0565
 TV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8426930428(NAD 83)
 TV0565
 TV0565                          SUPERSEDED SURVEY CONTROL
 TV0565
 TV0565  NAD 83(1993)-  18 21 10.05641(N)    065 02 29.71519(W) AD(       ) 3
 TV0565  NAD 83(1986)-  18 21 10.03041(N)    065 02 29.67982(W) AD(       ) 3
 TV0565  PR          -  18 21 17.19186(N)    065 02 31.13885(W) AD(       ) 3
 TV0565
 TV0565.Superseded values are not recommended for survey control.
 TV0565
 TV0565.NGS no longer adjusts projects to the PR datum.
 TV0565.See file dsdata.pdf to determine how the superseded data were derived.
 TV0565
 TV0565
 TV0565  HISTORY     - Date     Condition        Report By
 TV0565  HISTORY     - 1918     MONUMENTED       CGS
 TV0565  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0565  HISTORY     - 1971     GOOD             NGS
 TV0565  HISTORY     - 19950424 GOOD             USPSQD
 TV0565
 TV0565                          STATION DESCRIPTION
 TV0565
 TV0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0565'STATION IS ON THE W SHORE OF MAINLAND AND ABOUT 10 METERS FROM
 TV0565'EDGE OF BLUFF ABOUT 30 FEET HIGH.  THE MARK OVERLOOKS THE
 TV0565'SOUTHERN SHORE.  THE STATION IS ON THE E SHORE OF NARROW
 TV0565'PASSAGE INTO BOTANY BAY.
 TV0565
 TV0565                          STATION RECOVERY (1971)
 TV0565
 TV0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0565'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED ON PAGE
 TV0565'1 PAMPHLET 624.
 TV0565'
 TV0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 TV0565'CHARLOTTE AMALIE.
 TV0565
 TV0565                          STATION RECOVERY (1995)
 TV0565
 TV0565'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0196 ***********************************************************************
 TV0196  DESIGNATION -  BODKIN
 TV0196  PID         -  TV0196
 TV0196  STATE/COUNTY-  VQ/ST CROIX
 TV0196  COUNTRY     -  US
 TV0196  USGS QUAD   -  BARON BLUFF (2013)
 TV0196
 TV0196                         *CURRENT SURVEY CONTROL
 TV0196  ______________________________________________________________________
 TV0196* NAD 83(1997) POSITION- 17 45 05.32926(N) 064 50 19.44125(W)   ADJUSTED
 TV0196* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0196  ______________________________________________________________________
 TV0196  GEOID HEIGHT    -        -41.840 (meters)                     GEOID18
 TV0196  LAPLACE CORR    -          3.46  (seconds)                    DEFLEC18
 TV0196  HORZ ORDER      -  THIRD
 TV0196
 TV0196.The horizontal coordinates were established by classical geodetic methods
 TV0196.and adjusted by the National Geodetic Survey in May 1997.
 TV0196
 TV0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0196
 TV0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0196.GEOID18 height accuracy estimate available here.
 TV0196
 TV0196.Click photographs - Photos may exist for this station.
 TV0196
 TV0196.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0196
 TV0196. The following values were computed from the NAD 83(1997) position.
 TV0196
 TV0196;                    North         East     Units Scale Factor Converg.
 TV0196;SPC PRVI     -   191,676.786   369,113.805   MT  1.00002907   +0 29 56.2
 TV0196;UTM  20      - 1,963,644.627   305,048.561   MT  1.00006992   -0 33 38.8
 TV0196
 TV0196:                Primary Azimuth Mark                     Grid Az
 TV0196:SPC PRVI     -  ANNALLY CHIMNEY                          263 56 51.8
 TV0196:UTM  20      -  ANNALLY CHIMNEY                          265 00 26.8
 TV0196
 TV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0504863644(NAD 83)
 TV0196
 TV0196|---------------------------------------------------------------------|
 TV0196| PID    Reference Object                     Distance      Geod. Az  |
 TV0196|                                                           dddmmss.s |
 TV0196| TV0193 PROSPERITY MILL                     APPROX. 1.8 KM 0433448.9 |
 TV0196| TV0192 NORTH STAR MILL                     APPROX. 2.9 KM 0513235.5 |
 TV0196| TV0191 CANE BAY MILL                       APPROX. 3.5 KM 0524837.1 |
 TV0196| TV0132 MIDLAND CHURCH STEEPLE              APPROX. 6.3 KM 0960137.3 |
 TV0196| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 9.3 KM 1050119.6 |
 TV0196| TV0115 WORK AND REST CHIMNEY               APPROX.12.0 KM 1054431.0 |
 TV0196| TV0118 CASTLE COAKLEY MILL 1               APPROX.10.4 KM 1063533.4 |
 TV0196| TV0119 CASTLE COAKLEY MILL 2               APPROX.10.4 KM 1064622.4 |
 TV0196| TV0137 FREDENSBORG MILL                    APPROX. 6.1 KM 1065836.0 |
 TV0196| TV0126 BARREN SPOT CHURCH STEEPLE          APPROX. 8.3 KM 1091344.6 |
 TV0196| TV0147 RIVER MILL                          APPROX. 3.2 KM 1115855.4 |
 TV0196| TV0143 JEALOUSY MILL                       APPROX. 4.1 KM 1153459.4 |
 TV0196| TV0140 BETHLEHEM CHIMNEY                   APPROX. 5.3 KM 1164025.0 |
 TV0196| TV0136 KINGS HILL FLAGSTAFF                APPROX. 6.6 KM 1171917.2 |
 TV0196| TV0195 BODKIN MILL                          97.803 METERS 12851     |
 TV0196| TV0141 GOLDEN GROVE FLAGSTAFF              APPROX. 5.7 KM 1333823.2 |
 TV0196| TV0145 LOWER LOVE CHIMNEY                  APPROX. 4.6 KM 1355421.1 |
 TV0196| TV0153 BREID WINDMILL                      APPROX. 7.3 KM 1654330.3 |
 TV0196| TV0158 TWO FRIENDS CHIMNEY                 APPROX. 1.5 KM 1842149.9 |
 TV0196| TV0172 WRECK                               APPROX.10.5 KM 2203130.4 |
 TV0196| TV0168 LA GRANGE CHIMNEY                   APPROX. 5.5 KM 2292756.3 |
 TV0196| CE4547 BODKIN RM 1                                        23109     |
 TV0196| TV0166 PUNCH MILL                          APPROX. 3.4 KM 2504436.0 |
 TV0196| TV0197 ANNALLY CHIMNEY                     APPROX. 1.6 KM 2642648.0 |
 TV0196| TV0198 SPRING GARDEN MILL                  APPROX. 2.5 KM 2825423.2 |
 TV0196| CE4548 BODKIN RM 2                                        32252     |
 TV0196|---------------------------------------------------------------------|
 TV0196
 TV0196                          SUPERSEDED SURVEY CONTROL
 TV0196
 TV0196  NAD 83(1993)-  17 45 05.32737(N)    064 50 19.45049(W) AD(       ) 3
 TV0196  NAD 83(1986)-  17 45 05.31163(N)    064 50 19.43136(W) AD(       ) 3
 TV0196  PR          -  17 45 12.40828(N)    064 50 20.90646(W) AD(       ) 3
 TV0196  LMSL    (07/19/86)  302.6    (m)          993.     (f) VERT ANG       
 TV0196
 TV0196.Superseded values are not recommended for survey control.
 TV0196
 TV0196.NGS no longer adjusts projects to the PR datum.
 TV0196.See file dsdata.pdf to determine how the superseded data were derived.
 TV0196
 TV0196_MARKER: Z = SEE DESCRIPTION
 TV0196_SETTING: 0 = UNSPECIFIED SETTING
 TV0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0196+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 TV0196
 TV0196  HISTORY     - Date     Condition        Report By
 TV0196  HISTORY     - 1919     MONUMENTED       CGS
 TV0196  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TV0196  HISTORY     - 20070426 GOOD             INDIV
 TV0196
 TV0196                          STATION DESCRIPTION
 TV0196
 TV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0196'ON HIGHEST PART OF NORTHERLY PEAK OF BODKIN HILL, NW END OF
 TV0196'ST. CROIX.  THE HILL IS COVERED WITH GRASS.  MARKED BY A STANDARD
 TV0196'BRASS DISK IN THE TOP OF A 6-INCH DIAMETER CEMENT POST, 18 INCHES
 TV0196'LONG.  TOP OF POST PROJECTS 3 INCHES ABOVE THE GROUND.
 TV0196'
 TV0196'REFERENCE MARK NO.1, A CEMENT POST, 6 INCHES DIAMETER, 18 INCHES
 TV0196'LONG, HAVING A STANDARD BRASS REFERENCE MARK IN ITS TOP, SET
 TV0196'ON THE SOUTHWESTERN BREAK OF THE HILL.
 TV0196'
 TV0196'REFERENCE MARK NO.2 IS A SIMILAR MARK ON THE NW BREAK OF THE
 TV0196'HILL.
 TV0196'
 TV0196'HEIGHT OF SIGNAL ABOVE STATION MARK - TOP OF POLE - 3.90 METERS.
 TV0196
 TV0196                          STATION RECOVERY (1977)
 TV0196
 TV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0196'STATION MARK HAD BEEN BROKEN OFF AT GROUND LEVEL.  REFERENCE MARKS
 TV0196'WERE NOT FOUND AND BELIEVED DESTROYED.
 TV0196'
 TV0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.3 MI.
 TV0196'NORTHEAST OF FREDERIKSTED.
 TV0196
 TV0196                          STATION RECOVERY (2007)
 TV0196
 TV0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HI)
 TV0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0195 ***********************************************************************
 TV0195  DESIGNATION -  BODKIN MILL
 TV0195  PID         -  TV0195
 TV0195  STATE/COUNTY-  VQ/ST CROIX
 TV0195  COUNTRY     -  US
 TV0195  USGS QUAD   -  BARON BLUFF (2013)
 TV0195
 TV0195                         *CURRENT SURVEY CONTROL
 TV0195  ______________________________________________________________________
 TV0195* NAD 83(1997) POSITION- 17 45 03.33385(N) 064 50 16.85560(W)   ADJUSTED
 TV0195  ______________________________________________________________________
 TV0195  GEOID HEIGHT    -        -41.827 (meters)                     GEOID18
 TV0195  LAPLACE CORR    -          3.41  (seconds)                    DEFLEC18
 TV0195  HORZ ORDER      -  THIRD
 TV0195
 TV0195.The horizontal coordinates were established by classical geodetic methods
 TV0195.and adjusted by the National Geodetic Survey in May 1997.
 TV0195
 TV0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0195.GEOID18 height accuracy estimate available here.
 TV0195
 TV0195.Click photographs - Photos may exist for this station.
 TV0195
 TV0195.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0195
 TV0195. The following values were computed from the NAD 83(1997) position.
 TV0195
 TV0195;                    North         East     Units Scale Factor Converg.
 TV0195;SPC PRVI     -   191,616.104   369,190.510   MT  1.00002915   +0 29 57.0
 TV0195;UTM  20      - 1,963,582.534   305,124.133   MT  1.00006955   -0 33 38.0
 TV0195
 TV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0512463582(NAD 83)
 TV0195
 TV0195                          SUPERSEDED SURVEY CONTROL
 TV0195
 TV0195  NAD 83(1993)-  17 45 03.33223(N)    064 50 16.86530(W) AD(       ) 3
 TV0195  NAD 83(1986)-  17 45 03.31699(N)    064 50 16.84601(W) AD(       ) 3
 TV0195  PR          -  17 45 10.41418(N)    064 50 18.31876(W) AD(       ) 3
 TV0195
 TV0195.Superseded values are not recommended for survey control.
 TV0195
 TV0195.NGS no longer adjusts projects to the PR datum.
 TV0195.See file dsdata.pdf to determine how the superseded data were derived.
 TV0195
 TV0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0195
 TV0195  HISTORY     - Date     Condition        Report By
 TV0195  HISTORY     - 1918     MONUMENTED       CGS
 TV0195  HISTORY     - 1980     GOOD             NOS
 TV0195
 TV0195                          STATION DESCRIPTION
 TV0195
 TV0195'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0195'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT CAN
 TV0195'BE DRIVEN TO FROM SCENIC ROAD APPROACHING FROM THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0445 ***********************************************************************
 TV0445  DESIGNATION -  BOOBY 1918
 TV0445  PID         -  TV0445
 TV0445  STATE/COUNTY-  VQ/ST JOHN
 TV0445  COUNTRY     -  US
 TV0445  USGS QUAD   -  CORAL BAY (2013)
 TV0445
 TV0445                         *CURRENT SURVEY CONTROL
 TV0445  ______________________________________________________________________
 TV0445* NAD 83(1997) POSITION- 18 18 08.10236(N) 064 42 35.74612(W)   ADJUSTED
 TV0445* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0445  ______________________________________________________________________
 TV0445  GEOID HEIGHT    -        -42.316 (meters)                     GEOID18
 TV0445  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 TV0445  HORZ ORDER      -  THIRD
 TV0445
 TV0445.The horizontal coordinates were established by classical geodetic methods
 TV0445.and adjusted by the National Geodetic Survey in May 1997.
 TV0445
 TV0445.The orthometric height was scaled from a topographic map.
 TV0445
 TV0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0445.GEOID18 height accuracy estimate available here.
 TV0445
 TV0445.Click photographs - Photos may exist for this station.
 TV0445
 TV0445.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0445
 TV0445. The following values were computed from the NAD 83(1997) position.
 TV0445
 TV0445;                    North         East     Units Scale Factor Converg.
 TV0445;SPC PRVI     -   252,757.745   382,199.920   MT  0.99999466   +0 32 21.2
 TV0445;UTM  20      - 2,024,472.965   319,271.598   MT  1.00000381   -0 32 13.6
 TV0445
 TV0445:                Primary Azimuth Mark                     Grid Az
 TV0445:SPC PRVI     -  SAD 1967                                 100 29 31.8
 TV0445:UTM  20      -  SAD 1967                                 101 34 06.6
 TV0445
 TV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1927124472(NAD 83)
 TV0445
 TV0445|---------------------------------------------------------------------|
 TV0445| PID    Reference Object                     Distance      Geod. Az  |
 TV0445|                                                           dddmmss.s |
 TV0445| TV0443 SAD 1967                            APPROX. 0.8 KM 1010153.0 |
 TV0445|---------------------------------------------------------------------|
 TV0445
 TV0445                          SUPERSEDED SURVEY CONTROL
 TV0445
 TV0445  NAD 83(1993)-  18 18 08.10399(N)    064 42 35.74643(W) AD(       ) 3
 TV0445  NAD 83(1986)-  18 18 08.06910(N)    064 42 35.71308(W) AD(       ) 3
 TV0445  PR          -  18 18 15.22862(N)    064 42 37.22347(W) AD(       ) 3
 TV0445
 TV0445.Superseded values are not recommended for survey control.
 TV0445
 TV0445.NGS no longer adjusts projects to the PR datum.
 TV0445.See file dsdata.pdf to determine how the superseded data were derived.
 TV0445
 TV0445_MARKER: Z = SEE DESCRIPTION
 TV0445_SETTING: 66 = SET IN ROCK OUTCROP
 TV0445
 TV0445  HISTORY     - Date     Condition        Report By
 TV0445  HISTORY     - 1918     MONUMENTED       CGS
 TV0445  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0445  HISTORY     - 1967     GOOD             CGS
 TV0445  HISTORY     - 1973     GOOD             NGS
 TV0445
 TV0445                          STATION DESCRIPTION
 TV0445
 TV0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0445'STATION IS ON APPROXIMATELY THE HIGHEST PART OF BOOBY ROCK ON S
 TV0445'SHORE OF ST. JOHN ISLAND, AND JUST W OF RAMS HEAD.
 TV0445'
 TV0445'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0445'A DEPRESSION OF THE ROCK.
 TV0445
 TV0445                          STATION RECOVERY (1924)
 TV0445
 TV0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0445'STATION FOUND AS DESCRIBED.
 TV0445
 TV0445                          STATION RECOVERY (1967)
 TV0445
 TV0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0445'STATION RECOVERED IN GOOD CONDITION.
 TV0445'
 TV0445'STATION LIES BETWEEN THE TWO HIGHEST PEAKS ON BOOBY ROCK IN A
 TV0445'DEPRESSION ABOUT FOUR FEET LOWER THAN THE PEAKS.  BOOBY ROCK IS OFF
 TV0445'THE SOUTH SHORE OF ST. JOHN AND APPROXIMATELY 1/2 MILE WEST OF RAM
 TV0445'HEAD.
 TV0445'
 TV0445'MARKED BY AN UNSTAMPED HYDROGRAPHIC DISK CEMENTED IN THE ROCK.
 TV0445'
 TV0445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 TV0445'CRUZ BAY, ST. JOHN.
 TV0445
 TV0445                          STATION RECOVERY (1973)
 TV0445
 TV0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0445'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0150 ***********************************************************************
 TV0150  DESIGNATION -  BOTCH FLAG 210 1919
 TV0150  PID         -  TV0150
 TV0150  STATE/COUNTY-  VQ/ST CROIX
 TV0150  COUNTRY     -  US
 TV0150  USGS QUAD   -  LONG POINT (2013)
 TV0150
 TV0150                         *CURRENT SURVEY CONTROL
 TV0150  ______________________________________________________________________
 TV0150* NAD 83(1997) POSITION- 17 43 56.24761(N) 064 49 10.18765(W)   ADJUSTED
 TV0150* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0150  ______________________________________________________________________
 TV0150  GEOID HEIGHT    -        -41.518 (meters)                     GEOID18
 TV0150  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 TV0150  HORZ ORDER      -  THIRD
 TV0150
 TV0150.The horizontal coordinates were established by classical geodetic methods
 TV0150.and adjusted by the National Geodetic Survey in May 1997.
 TV0150
 TV0150.The orthometric height was scaled from a topographic map.
 TV0150
 TV0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0150.GEOID18 height accuracy estimate available here.
 TV0150
 TV0150.Click photographs - Photos may exist for this station.
 TV0150
 TV0150.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0150
 TV0150. The following values were computed from the NAD 83(1997) position.
 TV0150
 TV0150;                    North         East     Units Scale Factor Converg.
 TV0150;SPC PRVI     -   189,570.849   371,172.645   MT  1.00003192   +0 30 17.8
 TV0150;UTM  20      - 1,961,500.906   307,068.177   MT  1.00006023   -0 33 15.6
 TV0150
 TV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0706861500(NAD 83)
 TV0150
 TV0150                          SUPERSEDED SURVEY CONTROL
 TV0150
 TV0150  NAD 83(1993)-  17 43 56.24588(N)    064 49 10.19724(W) AD(       ) 3
 TV0150  NAD 83(1986)-  17 43 56.23000(N)    064 49 10.17740(W) AD(       ) 3
 TV0150  PR          -  17 44 03.32400(N)    064 49 11.65296(W) AD(       ) 3
 TV0150
 TV0150.Superseded values are not recommended for survey control.
 TV0150
 TV0150.NGS no longer adjusts projects to the PR datum.
 TV0150.See file dsdata.pdf to determine how the superseded data were derived.
 TV0150
 TV0150
 TV0150  HISTORY     - Date     Condition        Report By
 TV0150  HISTORY     - 1919     MONUMENTED       CGS
 TV0150
 TV0150                          STATION DESCRIPTION
 TV0150
 TV0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0150'THIS STATION WAS ORIGINALLY ONLY A FLAG CUT IN BY
 TV0150'TRIANGULATION.  LATER THE STATION WAS MARKED BY A SPOT OF CEMENT
 TV0150'IN THE CRACK OF, AND ON ONE OF A GROUP OF BOULDERS LYING ON THE
 TV0150'SW PART OF THE TOP OF THE GRASS COVERED HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0450 ***********************************************************************
 TV0450  DESIGNATION -  BOURDEAUX
 TV0450  PID         -  TV0450
 TV0450  STATE/COUNTY-  VQ/ST JOHN
 TV0450  COUNTRY     -  US
 TV0450  USGS QUAD   -  CORAL BAY (2013)
 TV0450
 TV0450                         *CURRENT SURVEY CONTROL
 TV0450  ______________________________________________________________________
 TV0450* NAD 83(1997) POSITION- 18 20 13.36853(N) 064 43 14.92852(W)   ADJUSTED
 TV0450* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0450  ______________________________________________________________________
 TV0450  GEOID HEIGHT    -        -42.211 (meters)                     GEOID18
 TV0450  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 TV0450  HORZ ORDER      -  THIRD
 TV0450
 TV0450.The horizontal coordinates were established by classical geodetic methods
 TV0450.and adjusted by the National Geodetic Survey in May 1997.
 TV0450
 TV0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0450
 TV0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0450.GEOID18 height accuracy estimate available here.
 TV0450
 TV0450.Click photographs - Photos may exist for this station.
 TV0450
 TV0450.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0450
 TV0450. The following values were computed from the NAD 83(1997) position.
 TV0450
 TV0450;                    North         East     Units Scale Factor Converg.
 TV0450;SPC PRVI     -   256,598.143   381,013.269   MT  0.99999557   +0 32 09.0
 TV0450;UTM  20      - 2,028,335.029   318,157.319   MT  1.00000881   -0 32 29.5
 TV0450
 TV0450:                Primary Azimuth Mark                     Grid Az
 TV0450:SPC PRVI     -  AJAK                                     344 17 24.5
 TV0450:UTM  20      -  AJAK                                     345 22 03.0
 TV0450
 TV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1815728335(NAD 83)
 TV0450
 TV0450|---------------------------------------------------------------------|
 TV0450| PID    Reference Object                     Distance      Geod. Az  |
 TV0450|                                                           dddmmss.s |
 TV0450| CE4551 BOURDEAUX RM 1                                     05546     |
 TV0450| CE4552 BOURDEAUX RM 2                                     14756     |
 TV0450| TV0453 AJAK                                APPROX. 2.2 KM 3444933.5 |
 TV0450|---------------------------------------------------------------------|
 TV0450
 TV0450                          SUPERSEDED SURVEY CONTROL
 TV0450
 TV0450  NAD 83(1993)-  18 20 13.37095(N)    064 43 14.92894(W) AD(       ) 3
 TV0450  NAD 83(1986)-  18 20 13.33543(N)    064 43 14.89525(W) AD(       ) 3
 TV0450  PR          -  18 20 20.49900(N)    064 43 16.40373(W) AD(       ) 3
 TV0450  LMSL    (07/19/86)  366.2    (m)         1201.     (f) VERT ANG       
 TV0450
 TV0450.Superseded values are not recommended for survey control.
 TV0450
 TV0450.NGS no longer adjusts projects to the PR datum.
 TV0450.See file dsdata.pdf to determine how the superseded data were derived.
 TV0450
 TV0450_MARKER: Z = SEE DESCRIPTION
 TV0450_SETTING: 0 = UNSPECIFIED SETTING
 TV0450
 TV0450  HISTORY     - Date     Condition        Report By
 TV0450  HISTORY     - 1918     MONUMENTED       CGS
 TV0450  HISTORY     - 1928     SEE DESCRIPTION  USN
 TV0450  HISTORY     - 1957     SEE DESCRIPTION  USGS
 TV0450
 TV0450                          STATION DESCRIPTION
 TV0450
 TV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0450'STATION IS ON THE NE RIDGE OF BOURDEAUX MOUNTAIN.  STATION
 TV0450'OVERLOOKS CAROLINA ESTATE AND CORAL BAY.  THE HILL SLOPES
 TV0450'ABRUPTLY FROM THE STATION ON THE E SIDE AND MORE GENTLY ON THE
 TV0450'N SIDE.  THE HIGHEST TIP OF THE HILL IS 200 METERS TO THE S.  N
 TV0450'SIDE OF USHERS CAY, HERMITAGE HOUSE, MT. PLEASANT, OUTER TIP OF
 TV0450'LAGOON POINT AND W TANGENT OF NORMAN ISLAND ARE ON RANGE.
 TV0450'
 TV0450'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0450'CEMENTED INTO A HOLE IN A 0.4 METER DIAMETER FLAT-TOPPED ROCK.
 TV0450'
 TV0450'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0450'IN A SMALL MASS OF CEMENT ON THE EASTERN SIDE OF THE RIDGE.
 TV0450'
 TV0450'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0450'IN A DRILL HOLE IN A SMALL ROCK ON THE EASTERN BREAK OF THE RIDGE.
 TV0450'
 TV0450'REFERENCE MARK NO.1 BEARS N 55 DEG 43 MIN E AND IS 6.020 METERS
 TV0450'DISTANT FROM THE STATION.
 TV0450'
 TV0450'REFERENCE MARK NO.2 BEARS S 32 DEG 05 MIN E AND IS 9.480
 TV0450'METERS DISTANT FROM THE STATION.
 TV0450
 TV0450                          STATION RECOVERY (1928)
 TV0450
 TV0450'RECOVERY NOTE BY US NAVY 1928
 TV0450'THE REFERENCE MARKS ARE AS DESCRIBED.  THE STATION MARK IS AS
 TV0450'FOLLOWS--
 TV0450'
 TV0450'A FLAT-TOPPED ROCK HAVING A DRILL HOLE APPROXIMATELY 1-3/4
 TV0450'INCHES DEEP, IN WHICH HAS BEEN SET A COPPER BOLT SIMILAR TO THE
 TV0450'ONE MARKING STATION MINNAHILL.
 TV0450
 TV0450                          STATION RECOVERY (1957)
 TV0450
 TV0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TV0450'STATION MARK WAS NOT FOUND BUT MAY STILL EXIST AS THERE IS A LOT
 TV0450'OF LOOSE ROCK IN THE VICINITY OF THE STATION WHICH MAY BE PILED
 TV0450'ON TOP OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0098 ***********************************************************************
 TV0098  DESIGNATION -  BOUTZBERG MILL
 TV0098  PID         -  TV0098
 TV0098  STATE/COUNTY-  VQ/ST CROIX
 TV0098  COUNTRY     -  US
 TV0098  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0098
 TV0098                         *CURRENT SURVEY CONTROL
 TV0098  ______________________________________________________________________
 TV0098* NAD 83(1997) POSITION- 17 44 48.24587(N) 064 40 39.16574(W)   ADJUSTED
 TV0098  ______________________________________________________________________
 TV0098  GEOID HEIGHT    -        -41.258 (meters)                     GEOID18
 TV0098  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 TV0098  HORZ ORDER      -  THIRD
 TV0098
 TV0098.The horizontal coordinates were established by classical geodetic methods
 TV0098.and adjusted by the National Geodetic Survey in May 1997.
 TV0098
 TV0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0098.GEOID18 height accuracy estimate available here.
 TV0098
 TV0098.Click photographs - Photos may exist for this station.
 TV0098
 TV0098.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0098
 TV0098. The following values were computed from the NAD 83(1997) position.
 TV0098
 TV0098;                    North         East     Units Scale Factor Converg.
 TV0098;SPC PRVI     -   191,307.971   386,212.949   MT  1.00002976   +0 32 57.7
 TV0098;UTM  20      - 1,962,959.468   322,137.961   MT  0.99999114   -0 30 41.3
 TV0098
 TV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2213762959(NAD 83)
 TV0098
 TV0098                          SUPERSEDED SURVEY CONTROL
 TV0098
 TV0098  NAD 83(1993)-  17 44 48.24413(N)    064 40 39.17569(W) AD(       ) 3
 TV0098  NAD 83(1986)-  17 44 48.23011(N)    064 40 39.15011(W) AD(       ) 3
 TV0098  PR          -  17 44 55.32567(N)    064 40 40.63417(W) AD(       ) 3
 TV0098
 TV0098.Superseded values are not recommended for survey control.
 TV0098
 TV0098.NGS no longer adjusts projects to the PR datum.
 TV0098.See file dsdata.pdf to determine how the superseded data were derived.
 TV0098
 TV0098
 TV0098  HISTORY     - Date     Condition        Report By
 TV0098  HISTORY     - 1918     MONUMENTED       CGS
 TV0098  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0098
 TV0098                          STATION DESCRIPTION
 TV0098
 TV0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0098'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0153 ***********************************************************************
 TV0153  DESIGNATION -  BREID WINDMILL
 TV0153  PID         -  TV0153
 TV0153  STATE/COUNTY-  VQ/ST CROIX
 TV0153  COUNTRY     -  US
 TV0153  USGS QUAD   -  LONG POINT (2013)
 TV0153
 TV0153                         *CURRENT SURVEY CONTROL
 TV0153  ______________________________________________________________________
 TV0153* NAD 83(1997) POSITION- 17 41 15.80915(N) 064 49 18.51991(W)   ADJUSTED
 TV0153  ______________________________________________________________________
 TV0153  GEOID HEIGHT    -        -41.285 (meters)                     GEOID18
 TV0153  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 TV0153  HORZ ORDER      -  THIRD
 TV0153
 TV0153.The horizontal coordinates were established by classical geodetic methods
 TV0153.and adjusted by the National Geodetic Survey in May 1997.
 TV0153
 TV0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0153.GEOID18 height accuracy estimate available here.
 TV0153
 TV0153.Click photographs - Photos may exist for this station.
 TV0153
 TV0153.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0153
 TV0153. The following values were computed from the NAD 83(1997) position.
 TV0153
 TV0153;                    North         East     Units Scale Factor Converg.
 TV0153;SPC PRVI     -   184,636.241   370,970.569   MT  1.00003897   +0 30 15.2
 TV0153;UTM  20      - 1,956,570.748   306,774.962   MT  1.00006163   -0 33 13.3
 TV0153
 TV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0677456570(NAD 83)
 TV0153
 TV0153                          SUPERSEDED SURVEY CONTROL
 TV0153
 TV0153  NAD 83(1993)-  17 41 15.80739(N)    064 49 18.52966(W) AD(       ) 3
 TV0153  NAD 83(1986)-  17 41 15.79091(N)    064 49 18.50961(W) AD(       ) 3
 TV0153  PR          -  17 41 22.87933(N)    064 49 19.98428(W) AD(       ) 3
 TV0153
 TV0153.Superseded values are not recommended for survey control.
 TV0153
 TV0153.NGS no longer adjusts projects to the PR datum.
 TV0153.See file dsdata.pdf to determine how the superseded data were derived.
 TV0153
 TV0153
 TV0153  HISTORY     - Date     Condition        Report By
 TV0153  HISTORY     - 1919     MONUMENTED       CGS
 TV0153  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0153
 TV0153                          STATION DESCRIPTION
 TV0153
 TV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0153'THIS WAS AN ARBITRARY NAME GIVEN TO THE OLD STONE MILL SITUATED
 TV0153'NEAR THE S SHORE LINE ABOUT 1/2 MILE SW OF BETTYS HOPE CHIMNEY.
 TV0153
 TV0153                          STATION RECOVERY (1925)
 TV0153
 TV0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0153'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0451 ***********************************************************************
 TV0451  DESIGNATION -  BRITE 1918
 TV0451  PID         -  TV0451
 TV0451  STATE/COUNTY-  VQ/ST JOHN
 TV0451  COUNTRY     -  US
 TV0451  USGS QUAD   -  CORAL BAY (2013)
 TV0451
 TV0451                         *CURRENT SURVEY CONTROL
 TV0451  ______________________________________________________________________
 TV0451* NAD 83(1997) POSITION- 18 18 29.42789(N) 064 43 17.50958(W)   ADJUSTED
 TV0451* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0451  ______________________________________________________________________
 TV0451  GEOID HEIGHT    -        -42.275 (meters)                     GEOID18
 TV0451  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 TV0451  HORZ ORDER      -  THIRD
 TV0451
 TV0451.The horizontal coordinates were established by classical geodetic methods
 TV0451.and adjusted by the National Geodetic Survey in May 1997.
 TV0451
 TV0451.The orthometric height was scaled from a topographic map.
 TV0451
 TV0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0451.GEOID18 height accuracy estimate available here.
 TV0451
 TV0451.Click photographs - Photos may exist for this station.
 TV0451
 TV0451.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0451
 TV0451. The following values were computed from the NAD 83(1997) position.
 TV0451
 TV0451;                    North         East     Units Scale Factor Converg.
 TV0451;SPC PRVI     -   253,401.874   380,967.362   MT  0.99999479   +0 32 08.2
 TV0451;UTM  20      - 2,025,140.143   318,051.344   MT  1.00000929   -0 32 27.3
 TV0451
 TV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1805125140(NAD 83)
 TV0451
 TV0451                          SUPERSEDED SURVEY CONTROL
 TV0451
 TV0451  NAD 83(1993)-  18 18 29.42926(N)    064 43 17.50987(W) AD(       ) 3
 TV0451  NAD 83(1986)-  18 18 29.39449(N)    064 43 17.47615(W) AD(       ) 3
 TV0451  PR          -  18 18 36.55438(N)    064 43 18.98444(W) AD(       ) 3
 TV0451
 TV0451.Superseded values are not recommended for survey control.
 TV0451
 TV0451.NGS no longer adjusts projects to the PR datum.
 TV0451.See file dsdata.pdf to determine how the superseded data were derived.
 TV0451
 TV0451_MARKER: DS = TRIANGULATION STATION DISK
 TV0451_SETTING: 0 = UNSPECIFIED SETTING
 TV0451
 TV0451  HISTORY     - Date     Condition        Report By
 TV0451  HISTORY     - 1918     MONUMENTED       CGS
 TV0451  HISTORY     - 1926     GOOD             CGS
 TV0451  HISTORY     - 1967     GOOD             CGS
 TV0451  HISTORY     - 1973     GOOD             NGS
 TV0451
 TV0451                          STATION DESCRIPTION
 TV0451
 TV0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0451'STATION IS MARKED BY A REGULATION TRIANGULATION DISK IN A DRILL
 TV0451'HOLE IN THE CLIFF ON THE SW POINT OF CABRITE POINT.  IT IS
 TV0451'LOCATED ON TOP OF THE NECK THAT FORMS THE CLIFF KNOB HERE.  A
 TV0451'DEEP WEATHER BEATEN GULLY IS JUST TO THE SE.
 TV0451'
 TV0451'ELEVATION BY TOPOGRAPHY - 86 FEET.
 TV0451
 TV0451                          STATION RECOVERY (1926)
 TV0451
 TV0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0451'STATION FOUND AS DESCRIBED.
 TV0451
 TV0451                          STATION RECOVERY (1967)
 TV0451
 TV0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0451'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0451'
 TV0451'MARKED BY AN UNSTAMPED HYDROGRAPHIC DISK.
 TV0451'
 TV0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST OF
 TV0451'CRUZ BAY, ST. JOHN.
 TV0451
 TV0451                          STATION RECOVERY (1973)
 TV0451
 TV0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0451'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0451'
 TV0451'MARKED BY AN UNSTAMPED HYDROGRAPHIC DISK.
 TV0451'
 TV0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST
 TV0451'OF CRUZ BAY, ST. JOHN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3913 ***********************************************************************
 DL3913  DESIGNATION -  BRUNET
 DL3913  PID         -  DL3913
 DL3913  STATE/COUNTY-  VQ/ST THOMAS
 DL3913  COUNTRY     -  US
 DL3913  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3913
 DL3913                         *CURRENT SURVEY CONTROL
 DL3913  ______________________________________________________________________
 DL3913* NAD 83(1986) POSITION- 18 20 20.5    (N) 064 56 16.0    (W)   HD_HELD2
 DL3913* VIVD09  ORTHO HEIGHT -     0.853 (meters)        2.80  (feet) ADJUSTED
 DL3913  ______________________________________________________________________
 DL3913  GEOID HEIGHT    -        -42.195 (meters)                     GEOID18
 DL3913  VERT ORDER      -  FIRST     CLASS II
 DL3913
 DL3913.The horizontal coordinates were established by autonomous hand held GPS
 DL3913.observations and have an estimated accuracy of +/- 10 meters.
 DL3913
 DL3913.The orthometric height was determined by differential leveling and
 DL3913.adjusted by the NATIONAL GEODETIC SURVEY
 DL3913.in April 2012.
 DL3913
 DL3913.No vertical observational check was made to the station.
 DL3913
 DL3913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3913.GEOID18 height accuracy estimate available here.
 DL3913
 DL3913.Click photographs - Photos may exist for this station.
 DL3913
 DL3913;                    North         East    Units  Estimated Accuracy
 DL3913;SPC PRVI     -   256,617.      358,079.      MT  (+/- 10 meters HH2 GPS)
 DL3913
 DL3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9522528784(NAD 83)
 DL3913
 DL3913                          SUPERSEDED SURVEY CONTROL
 DL3913
 DL3913.No superseded survey control is available for this station.
 DL3913
 DL3913_MARKER: DV = VERTICAL CONTROL DISK
 DL3913_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3913_SP_SET: SEAWALL
 DL3913_STAMPING: BRUNET 2007
 DL3913_MARK LOGO: NGS
 DL3913_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3913+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DL3913
 DL3913  HISTORY     - Date     Condition        Report By
 DL3913  HISTORY     - 20070820 MONUMENTED       NGS
 DL3913
 DL3913                          STATION DESCRIPTION
 DL3913
 DL3913'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3913'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3913'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3913'
 DL3913'STARTING FROM THE UNITED STATES COAST GUARD STATION IN CHARLOTTE
 DL3913'AMALIE, AT THE INTERSECTION OF PORT PLADSON AND HIGHWAY 30, GO 0.52 MI
 DL3913'(0.8 KM) WESTERLY ALONG HIGHWAY 30 TO THE STATION ON THE LEFT ACROSS
 DL3913'THE ROAD FROM A BASEBALL PARK, SET ATOP A CONCRETE SEAWALL
 DL3913'
 DL3913'0.4 M (1.3 FT) NORTH OF THE SOUTH EDGE, 28.1 M (92.2 FT) SOUTHWEST OF
 DL3913'A TRAFFIC LIGHT POLE, 17.6 M (57.7 FT) SOUTH OF THE HIGHWAY
 DL3913'CENTERLINE, 9.6 M (31.5 FT) EAST OF AN IRON FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1538 ***********************************************************************
 TV1538  DESIGNATION -  BRUSH RESET
 TV1538  PID         -  TV1538
 TV1538  STATE/COUNTY-  VQ/ST THOMAS
 TV1538  COUNTRY     -  US
 TV1538  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1538
 TV1538                         *CURRENT SURVEY CONTROL
 TV1538  ______________________________________________________________________
 TV1538* NAD 83(2011) POSITION- 18 19 38.93276(N) 064 57 50.27362(W)   ADJUSTED
 TV1538* NAD 83(2011) ELLIP HT-    40.108 (meters)        (06/27/12)   ADJUSTED
 TV1538* NAD 83(2011) EPOCH   -  2010.00
 TV1538* LMSL    ORTHO HEIGHT -    82.1   (meters)      269.    (feet) GPS OBS
 TV1538  ______________________________________________________________________
 TV1538  LMSL orthometric height was determined with geoid model       GEOID96
 TV1538  GEOID HEIGHT    -        -43.749 (meters)                     GEOID96
 TV1538  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TV1538  NAD 83(2011) X  -  2,563,101.616 (meters)                     COMP
 TV1538  NAD 83(2011) Y  - -5,487,575.785 (meters)                     COMP
 TV1538  NAD 83(2011) Z  -  1,992,837.239 (meters)                     COMP
 TV1538  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 TV1538
 TV1538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1538  Standards:
 TV1538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1538  -------------------------------------------------------------------
 TV1538  NETWORK    3.06   7.53           1.09   1.38   3.84     -0.00001432
 TV1538  -------------------------------------------------------------------
 TV1538  Click here for local accuracies and other accuracy information.
 TV1538
 TV1538.The horizontal coordinates were established by GPS observations
 TV1538.and adjusted by the National Geodetic Survey in June 2012.
 TV1538
 TV1538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1538.been affixed to the stable North American tectonic plate. See 
 TV1538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1538
 TV1538.The horizontal coordinates are valid at the epoch date displayed above
 TV1538.which is a decimal equivalence of Year/Month/Day.
 TV1538
 TV1538.The orthometric height was determined by GPS observations and a
 TV1538.high-resolution geoid model.
 TV1538
 TV1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1538.GEOID18 height accuracy estimate available here.
 TV1538
 TV1538.Click photographs - Photos may exist for this station.
 TV1538
 TV1538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1538
 TV1538.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1538
 TV1538.The ellipsoidal height was determined by GPS observations
 TV1538.and is referenced to NAD 83.
 TV1538
 TV1538. The following values were computed from the NAD 83(2011) position.
 TV1538
 TV1538;                    North         East     Units Scale Factor Converg.
 TV1538;SPC PRVI     -   255,316.141   355,321.269   MT  0.99999529   +0 27 35.1
 TV1538;UTM  20      - 2,027,536.305   292,443.854   MT  1.00013261   -0 37 04.0
 TV1538
 TV1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1538!SPC PRVI     -   0.99999369  x   0.99999529  =   0.99998898
 TV1538!UTM  20      -   0.99999369  x   1.00013261  =   1.00012630
 TV1538
 TV1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9244327536(NAD 83)
 TV1538
 TV1538                          SUPERSEDED SURVEY CONTROL
 TV1538
 TV1538  NAD 83(2007)-  18 19 38.93172(N)    064 57 50.27863(W) AD(2002.00) 0
 TV1538  ELLIP H (02/10/07)   40.095  (m)                       GP(2002.00)    
 TV1538  NAD 83(2002)-  18 19 38.93183(N)    064 57 50.27818(W) AD(       ) 1
 TV1538  ELLIP H (10/13/04)   40.149  (m)                       GP(       ) 4 2
 TV1538  NAD 83(1997)-  18 19 38.93057(N)    064 57 50.28427(W) AD(       ) 1
 TV1538  ELLIP H (05/12/97)   40.068  (m)                       GP(       ) 4 2
 TV1538  ELLIP H (07/06/94)   40.216  (m)                       GP(       ) 4 1
 TV1538  NAD 83(1986)-  18 19 38.92874(N)    064 57 50.29423(W) AD(       ) 1
 TV1538  NAD 83(1986)-  18 19 38.89803(N)    064 57 50.25711(W) AD(       ) 3
 TV1538  PR          -  18 19 46.06191(N)    064 57 51.73334(W) AD(       ) 3
 TV1538  LMSL    (07/06/94)   82.4    (m)  GEOID93  model used  GPS OBS        
 TV1538
 TV1538.Superseded values are not recommended for survey control.
 TV1538
 TV1538.NGS no longer adjusts projects to the PR datum.
 TV1538.See file dsdata.pdf to determine how the superseded data were derived.
 TV1538
 TV1538_MARKER: DD = SURVEY DISK
 TV1538_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV1538_SP_SET: SURROUNDED BY MASS OF CONCRETE
 TV1538_STAMPING: UNSTAMPED
 TV1538_MARK LOGO: CGS
 TV1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1538+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 TV1538
 TV1538  HISTORY     - Date     Condition        Report By
 TV1538  HISTORY     - 1919     MONUMENTED       CGS
 TV1538  HISTORY     - 19931005 GOOD             NOS
 TV1538
 TV1538                          STATION DESCRIPTION
 TV1538
 TV1538'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1538'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1538'ON THE SOUTH SIDE OF THE ISLAND ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF
 TV1538'CHARLOTTE AMALIE ATOP GRAMBOKOLA HILL. REACHED FROM CHARLOTTE AMALIE
 TV1538'GO WEST ON THE MORAVIAN HIGHWAY TO THE AIRPORT ACCESS ROAD ON THE
 TV1538'LEFT.  TURN LEFT ON THE AIRPORT ACCESS ROAD AND PROCEED SOUTHWEST FOR
 TV1538'0.15 MI (0.24 KM) TO A FORK ROAD LEFT.  TURN LEFT AND GO SOUTH
 TV1538'BEARING RIGHT AT ALL FORKS FOR 0.6 MI (1.0 KM) TO A GATE.  PASSAGE
 TV1538'THROUGH THE GATE MAY BE COORDINATED THROUGH THE FEDERAL AVIATION
 TV1538'ADMINITRATION AT THE NORTH SIDE OF THE ST THOMAS AIRPORT.  PASS
 TV1538'THROUGH THE GATE AND PROCEED UP THE HILL FOR 0.2 MI (0.3 KM) TO THE
 TV1538'SECOND ROAD ON THE LEFT, TURN LEFT AND PROCEED UPHILL FOR 0.15 MI
 TV1538'(0.24 KM) TO THE POINT WHERE THE PAVEMENT ENDS, THENCE BEAR RIGHT ON
 TV1538'A DIM TRACK ROAD UP THE HILL FOR 0.15 MI (0.24 KM) TO THE TOP OF THE
 TV1538'HILL AND THE STATION. THE STATION MARK IS AN UNSTAMPED COAST AND
 TV1538'GEODETIC SURVEY BRONZE DISK WHICH IS SET IN A MASS OF CONCRETE ATOP A
 TV1538'PARTIALLY EXPOSED BOULDER. THE DISK IS CANTED AT AN ANGLE AND IS NOT
 TV1538'LEVEL.  THERE IS WRITING IN THE CONCRETE OF THE MONUMENT STATING THAT
 TV1538'THE MARK WAS RESET ON 12-21-89 BY AM.  THE STATION IS ON THE HIGHEST
 TV1538'PART OF THE HILL NORTH OF AN ELEVATED SQUARE CONCRETE CISTERN.  THERE
 TV1538'IS AN UNSTAMPED REFERENCE MARK SET IN A DRILL HOLE IN A ROCK
 TV1538'OUTCROPPING 4.5 METERS (14.8 FT) NORTHEAST OF THE STATION.  THE MARK
 TV1538'IS 5.165 METERS (16.946 FT) ENE OF THE AIRPORT BEACON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0508 ***********************************************************************
 TV0508  DESIGNATION -  BUCK BUCK IS LH
 TV0508  PID         -  TV0508
 TV0508  STATE/COUNTY-  VQ/ST THOMAS
 TV0508  COUNTRY     -  US
 TV0508  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0508
 TV0508                         *CURRENT SURVEY CONTROL
 TV0508  ______________________________________________________________________
 TV0508* NAD 83(1997) POSITION- 18 16 41.53438(N) 064 53 33.32282(W)   ADJUSTED
 TV0508* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0508  ______________________________________________________________________
 TV0508  GEOID HEIGHT    -        -42.287 (meters)                     GEOID18
 TV0508  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 TV0508  HORZ ORDER      -  THIRD
 TV0508
 TV0508.The horizontal coordinates were established by classical geodetic methods
 TV0508.and adjusted by the National Geodetic Survey in May 1997.
 TV0508
 TV0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0508
 TV0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0508.GEOID18 height accuracy estimate available here.
 TV0508
 TV0508.Click photographs - Photos may exist for this station.
 TV0508
 TV0508.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0508
 TV0508. The following values were computed from the NAD 83(1997) position.
 TV0508
 TV0508;                    North         East     Units Scale Factor Converg.
 TV0508;SPC PRVI     -   249,924.168   362,911.784   MT  0.99999425   +0 28 55.5
 TV0508;UTM  20      - 2,022,001.996   299,932.602   MT  1.00009487   -0 35 37.6
 TV0508
 TV0508:                Primary Azimuth Mark                     Grid Az
 TV0508:SPC PRVI     -  FLAG                                     340 45 34.2
 TV0508:UTM  20      -  FLAG                                     341 50 07.3
 TV0508
 TV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9993222001(NAD 83)
 TV0508
 TV0508|---------------------------------------------------------------------|
 TV0508| PID    Reference Object                     Distance      Geod. Az  |
 TV0508|                                                           dddmmss.s |
 TV0508| CE4559 BUCK BUCK IS LH RM 1                               19902     |
 TV0508| CE4560 BUCK BUCK IS LH RM 2                               23805     |
 TV0508| CE4561 BUCK BUCK IS LH RM 3                               29358     |
 TV0508| TV0511 FLAG                                APPROX. 6.1 KM 3411429.7 |
 TV0508|---------------------------------------------------------------------|
 TV0508
 TV0508                          SUPERSEDED SURVEY CONTROL
 TV0508
 TV0508  NAD 83(1993)-  18 16 41.53239(N)    064 53 33.32816(W) AD(       ) 3
 TV0508  NAD 83(1986)-  18 16 41.50054(N)    064 53 33.29266(W) AD(       ) 3
 TV0508  PR          -  18 16 48.66259(N)    064 53 34.77936(W) AD(       ) 3
 TV0508  LMSL    (07/19/86)   34.4    (m)          113.     (f) VERT ANG       
 TV0508
 TV0508.Superseded values are not recommended for survey control.
 TV0508
 TV0508.NGS no longer adjusts projects to the PR datum.
 TV0508.See file dsdata.pdf to determine how the superseded data were derived.
 TV0508
 TV0508_MARKER: 13 = LIGHTHOUSE
 TV0508
 TV0508  HISTORY     - Date     Condition        Report By
 TV0508  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0508  HISTORY     - 1923     GOOD             CGS
 TV0508  HISTORY     - 1942     GOOD             CGS
 TV0508  HISTORY     - 1946     GOOD             IAGS
 TV0508  HISTORY     - 1965     GOOD             CGS
 TV0508  HISTORY     - 1971     GOOD             NGS
 TV0508  HISTORY     - 1972     GOOD             NGS
 TV0508  HISTORY     - 19931017 GOOD             NOS
 TV0508  HISTORY     - 19950424 GOOD             USPSQD
 TV0508
 TV0508                          STATION DESCRIPTION
 TV0508
 TV0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0508'STATION IS THE TOP OF BUCK ISLAND LIGHT HOUSE.
 TV0508
 TV0508                          STATION RECOVERY (1942)
 TV0508
 TV0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (OWS)
 TV0508'ACCORDING TO RECOLLECTIONS, THIS STATION IS NOT THE CENTER OF THE
 TV0508'LIGHTHOUSE BUT IS ABOUT 3 METERS INSHORE OF THE CENTER OF THE
 TV0508'LIGHT.  IT IS MARKED AND REFERENCED BY STANDARD DISKS.
 TV0508
 TV0508                          STATION RECOVERY (1946)
 TV0508
 TV0508'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CFG)
 TV0508'DESCRIPTIONS REPORT STATION AS BEING THE CENTER OF THE LIGHTHOUSE
 TV0508'ON BUCK ISLAND.  AN ECCENTRIC STATION WAS LOCATED VERY NEAR THE
 TV0508'LIGHTHOUSE.  IT IS AN IRON PIN IN LOW ROCK APPROXIMATELY 7 FEET
 TV0508'N OF THE N SIDE OF LIGHTHOUSE AND BEARS N. 25 DEG W. FROM
 TV0508'LIGHTHOUSE.  FROM THE ECCENTRIC STATION, ALL OF ST. THOMAS CAN BE
 TV0508'SIGHTED BUT THE LIGHTHOUSE BLOCKS SIGHT ON LITTLE ST. JAMES AND
 TV0508'THE S PART OF ST. JOHN ISLAND.  ONE REFERENCE MARK WAS LOCATED.
 TV0508'IT IS A STANDARD BRASS DISK SET IN A 5- BY 8- BY 4-FOOT HIGH
 TV0508'BOULDER.  BEARING AND DISTANCE FROM LIGHTHOUSE IS S. 82 DEG
 TV0508'W. AND 35 FEET FROM CENTER.
 TV0508'
 TV0508'ACCESS--A SEAWORTHY BOAT WILL BE NECESSARY TO REACH BUCK, SINCE
 TV0508'OPEN SEA IS ENCOUNTERED.  CONSULT MAP OF ST. THOMAS AND LOCATE
 TV0508'BUCK ISLAND TO THE SE OF CHARLOTTE AMALIE.
 TV0508
 TV0508                          STATION RECOVERY (1965)
 TV0508
 TV0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0508'RECOVERED IN GOOD CONDITION.
 TV0508
 TV0508                          STATION RECOVERY (1971)
 TV0508
 TV0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0508'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTIONS REPORT
 TV0508'THE STATION AS BEING THE CENTER OF THE LIGHTHOUSE ON BUCK ISLAND.
 TV0508'
 TV0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES SSE OF
 TV0508'CHARLOTTE AMALIE.
 TV0508
 TV0508                          STATION RECOVERY (1972)
 TV0508
 TV0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0508'STATION RECOVERED AS DESCRIBED.  LANDING MAY BE MADE ON THE WESTERN
 TV0508'END OF BUCK ISLAND AT PIER IN COVE.
 TV0508'
 TV0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.3 MILES SOUTHWEST
 TV0508'OF CHARLOTTE AMALIE.
 TV0508
 TV0508                          STATION RECOVERY (1993)
 TV0508
 TV0508'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 TV0508'THE STATION IS PRESUMED TO BE THE CENTER OF THE LIGHTHOUSE ON BUCK
 TV0508'ISLAND JUST SOUTHEAST OF CHARLOTTE AMALIE IN ST THOMAS ISLAND.  IT
 TV0508'SHOULD BE NOTED THAT THE HISTORICAL DESCRIPTIONS AND RECOVERY NOTES
 TV0508'OF THIS STATION CONTRADICT EACH OTHER AS TO THE NATURE OF THE
 TV0508'STATION. THE OBJECT OBSERVED AT THIS TIME WAS THE PHYSICAL CENTER OF
 TV0508'THE LIGHTHOUSE AND IT CHECKED IN AZIMUTH ORIENTATION WITHIN THIRD
 TV0508'ORDER LIMITS BUT INSUFFICIENT OBSERVATIONS WERE OBTAINED TO COMPUTE A
 TV0508'CHECK POSITION.  THIS LIGHTHOUSE IS LISTED AS LIGHT NUMBER 27385
 TV0508'(BUCK ISLAND LIGHT) IN THE 1993 EDITION OF THE U.S.C.G. LIGHT LIST
 TV0508'VOLUME III.
 TV0508
 TV0508                          STATION RECOVERY (1995)
 TV0508
 TV0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0051 ***********************************************************************
 TV0051  DESIGNATION -  BUCK ISLAND LT
 TV0051  PID         -  TV0051
 TV0051  STATE/COUNTY-  VQ/ST CROIX
 TV0051  COUNTRY     -  US
 TV0051  USGS QUAD   -  BUCK ISLAND (2013)
 TV0051
 TV0051                         *CURRENT SURVEY CONTROL
 TV0051  ______________________________________________________________________
 TV0051* NAD 83(1997) POSITION- 17 47 12.89360(N) 064 37 08.69760(W)   ADJUSTED
 TV0051  ______________________________________________________________________
 TV0051  GEOID HEIGHT    -        -41.507 (meters)                     GEOID18
 TV0051  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 TV0051  HORZ ORDER      -  THIRD
 TV0051
 TV0051.The horizontal coordinates were established by classical geodetic methods
 TV0051.and adjusted by the National Geodetic Survey in May 1997.
 TV0051
 TV0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0051.GEOID18 height accuracy estimate available here.
 TV0051
 TV0051.Click photographs - Photos may exist for this station.
 TV0051
 TV0051.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0051
 TV0051. The following values were computed from the NAD 83(1997) position.
 TV0051
 TV0051;                    North         East     Units Scale Factor Converg.
 TV0051;SPC PRVI     -   195,815.336   392,369.120   MT  1.00002409   +0 34 03.6
 TV0051;UTM  20      - 1,967,351.785   328,376.278   MT  0.99996418   -0 29 41.0
 TV0051
 TV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2837667351(NAD 83)
 TV0051
 TV0051                          SUPERSEDED SURVEY CONTROL
 TV0051
 TV0051  NAD 83(1993)-  17 47 12.89143(N)    064 37 08.70770(W) AD(       ) 3
 TV0051  NAD 83(1986)-  17 47 12.88387(N)    064 37 08.68512(W) AD(       ) 3
 TV0051  PR          -  17 47 19.97658(N)    064 37 10.18548(W) AD(       ) 3
 TV0051
 TV0051.Superseded values are not recommended for survey control.
 TV0051
 TV0051.NGS no longer adjusts projects to the PR datum.
 TV0051.See file dsdata.pdf to determine how the superseded data were derived.
 TV0051
 TV0051_MARKER: 14 = NAVIGATION LIGHT
 TV0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0051
 TV0051  HISTORY     - Date     Condition        Report By
 TV0051  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0051  HISTORY     - 1982     GOOD             NOS
 TV0051
 TV0051                          STATION DESCRIPTION
 TV0051
 TV0051'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0051'THE STATION IS LOCATED ON THE TOP CENTER OF BUCK ISLAND.
 TV0051'
 TV0051'THE STATION CAN BE REACHED BY BOAT, GOING TO A DOCK ON THE
 TV0051'SOUTH SIDE OF BUCK ISLAND THEN PACKING EAST ALONG SHORELINE TO A
 TV0051'PICNIC AREA AND TRAIL UP MOUNTAIN.  FOLLOW TRAIL TO TOP OF
 TV0051'RIDGE THEN FOLLOW TRAIL EAST ALONG RIDGE TO STATION.
 TV0051'
 TV0051'THE STATION IS THE CENTER OF A WHITE LIGHT ATOP A 10 METER
 TV0051'STEEL TOWER.
 TV0051
 TV0051                          STATION RECOVERY (1982)
 TV0051
 TV0051'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0051'THE STATION WAS RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0476 ***********************************************************************
 TV0476  DESIGNATION -  BUL 1918
 TV0476  PID         -  TV0476
 TV0476  STATE/COUNTY-  VQ/ST JOHN
 TV0476  COUNTRY     -  US
 TV0476  USGS QUAD   -  CRUZ BAY (2013)
 TV0476
 TV0476                         *CURRENT SURVEY CONTROL
 TV0476  ______________________________________________________________________
 TV0476* NAD 83(1997) POSITION- 18 18 38.85594(N) 064 46 53.71589(W)   NO CHECK
 TV0476* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0476  ______________________________________________________________________
 TV0476  GEOID HEIGHT    -        -42.212 (meters)                     GEOID18
 TV0476  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 TV0476  HORZ ORDER      -  THIRD
 TV0476
 TV0476.The horizontal coordinates were established by classical geodetic methods
 TV0476.and adjusted by the National Geodetic Survey in May 1997.
 TV0476
 TV0476.No horizontal observational check was made to the station.
 TV0476
 TV0476.The orthometric height was scaled from a topographic map.
 TV0476
 TV0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0476.GEOID18 height accuracy estimate available here.
 TV0476
 TV0476.Click photographs - Photos may exist for this station.
 TV0476
 TV0476.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0476
 TV0476. The following values were computed from the NAD 83(1997) position.
 TV0476
 TV0476;                    North         East     Units Scale Factor Converg.
 TV0476;SPC PRVI     -   253,633.421   374,615.820   MT  0.99999485   +0 31 00.5
 TV0476;UTM  20      - 2,025,491.000   311,705.091   MT  1.00003834   -0 33 35.6
 TV0476
 TV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1170525491(NAD 83)
 TV0476
 TV0476                          SUPERSEDED SURVEY CONTROL
 TV0476
 TV0476  NAD 83(1993)-  18 18 38.85640(N)    064 46 53.71737(W) AD(       ) 3
 TV0476  NAD 83(1986)-  18 18 38.82229(N)    064 46 53.68257(W) AD(       ) 3
 TV0476  PR          -  18 18 45.98675(N)    064 46 55.18589(W) AD(       ) 3
 TV0476
 TV0476.Superseded values are not recommended for survey control.
 TV0476
 TV0476.NGS no longer adjusts projects to the PR datum.
 TV0476.See file dsdata.pdf to determine how the superseded data were derived.
 TV0476
 TV0476_MARKER: Z = SEE DESCRIPTION
 TV0476_SETTING: 0 = UNSPECIFIED SETTING
 TV0476
 TV0476  HISTORY     - Date     Condition        Report By
 TV0476  HISTORY     - 1918     MONUMENTED       CGS
 TV0476  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0476
 TV0476                          STATION DESCRIPTION
 TV0476
 TV0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0476'THIS STATION IS ON THE OUTER TIP OF BULIVUN POINT.  IT IS ABOUT
 TV0476'FIFTEEN FEET ABOVE HIGH WATER.  A LEDGE OF THE POINT 5 METERS TO
 TV0476'THE SOUTHWESTWARD IS SLIGHTLY HIGHER.  THE STATION SEES THE
 TV0476'OUTER PART OF BOTH DITLESS POINT AND MARIA BLUFF.
 TV0476'
 TV0476'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0476'INTO A DRILL HOLE IN A DEPRESSION OF THE ROCK.
 TV0476'
 TV0476'REFERENCE MARK NO.1 IS A REGULAR BRASS DISK CEMENTED INTO A
 TV0476'SHALLOW DRILL HOLE IN A DEPRESSION OF THE ROCK.
 TV0476
 TV0476                          STATION RECOVERY (1924)
 TV0476
 TV0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0476'STATION FOUND AS DESCRIBED.  IT IS WHITEWASHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0113 ***********************************************************************
 TV0113  DESIGNATION -  BULOWS MINDE
 TV0113  PID         -  TV0113
 TV0113  STATE/COUNTY-  VQ/ST CROIX
 TV0113  COUNTRY     -  US
 TV0113  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0113
 TV0113                         *CURRENT SURVEY CONTROL
 TV0113  ______________________________________________________________________
 TV0113* NAD 83(1997) POSITION- 17 44 23.97302(N) 064 43 39.86409(W)   ADJUSTED
 TV0113* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0113  ______________________________________________________________________
 TV0113  GEOID HEIGHT    -        -41.322 (meters)                     GEOID18
 TV0113  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 TV0113  HORZ ORDER      -  THIRD
 TV0113
 TV0113.The horizontal coordinates were established by classical geodetic methods
 TV0113.and adjusted by the National Geodetic Survey in May 1997.
 TV0113
 TV0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0113
 TV0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0113.GEOID18 height accuracy estimate available here.
 TV0113
 TV0113.Click photographs - Photos may exist for this station.
 TV0113
 TV0113.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0113
 TV0113. The following values were computed from the NAD 83(1997) position.
 TV0113
 TV0113;                    North         East     Units Scale Factor Converg.
 TV0113;SPC PRVI     -   190,511.430   380,896.649   MT  1.00003076   +0 32 01.2
 TV0113;UTM  20      - 1,962,261.481   316,807.974   MT  1.00001493   -0 31 35.7
 TV0113
 TV0113:                Primary Azimuth Mark                     Grid Az
 TV0113:SPC PRVI     -  FORT LOUISE AUGUSTA LIGHT                064 11 43.9
 TV0113:UTM  20      -  FORT LOUISE AUGUSTA LIGHT                065 15 20.8
 TV0113
 TV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1680762261(NAD 83)
 TV0113
 TV0113|---------------------------------------------------------------------|
 TV0113| PID    Reference Object                     Distance      Geod. Az  |
 TV0113|                                                           dddmmss.s |
 TV0113| TV0071 CENTRAL FACTORY CHIMNEY             APPROX. 1.7 KM 0500704.8 |
 TV0113| TV0110 ORANGE GROVE MILL                   APPROX. 1.2 KM 0603438.8 |
 TV0113| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 3.9 KM 0644345.1 |
 TV0113| TV0064 SHOYS MILL                          APPROX. 5.2 KM 0712241.8 |
 TV0113| TV0060 GREEN CAY ESTATE MILL               APPROX. 8.1 KM 0745213.6 |
 TV0113| TV0105 CLOCK STEEPLE                       APPROX. 2.8 KM 0753020.1 |
 TV0113| TV0059 SCHOOL HOUSE                        APPROX. 8.5 KM 0790850.5 |
 TV0113| TV0107 EPISCOPAL CHURCH SPIRE              APPROX. 2.1 KM 0814312.1 |
 TV0113| TV0098 BOUTZBERG MILL                      APPROX. 5.4 KM 0820045.5 |
 TV0113| CE4568 BULOWS MINDE RM 4                                  10936     |
 TV0113| TV0114 CANE GARDEN MILL                    APPROX. 3.9 KM 1802651.7 |
 TV0113| TV0115 WORK AND REST CHIMNEY               APPROX. 2.0 KM 1855711.7 |
 TV0113| CE4565 BULOWS MINDE RM 1                                  18947     |
 TV0113| TV0116 PETERS REST STATION CHIMNEY         APPROX. 1.8 KM 2011623.8 |
 TV0113| TV0122 JERUSALEM MILL                      APPROX. 3.8 KM 2190940.3 |
 TV0113| TV0119 CASTLE COAKLEY MILL 2               APPROX. 2.5 KM 2254315.1 |
 TV0113| TV0118 CASTLE COAKLEY MILL 1               APPROX. 2.5 KM 2261612.8 |
 TV0113| TV0124 BLESSING MILL                       APPROX. 4.8 KM 2331949.4 |
 TV0113| TV0130 ANQUILLA CHIMNEY                    APPROX. 6.7 KM 2350540.7 |
 TV0113| CE4566 BULOWS MINDE RM 2                                  23618     |
 TV0113| TV0117 SION FARM FAN MILL                  APPROX. 1.9 KM 2460608.2 |
 TV0113| TV0128 OLD MILL 2                          APPROX. 4.8 KM 2465257.4 |
 TV0113| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 3.0 KM 2471951.6 |
 TV0113| TV0126 BARREN SPOT CHURCH STEEPLE          APPROX. 4.2 KM 2491506.3 |
 TV0113| TV0129 CLIFTON MILL                        APPROX. 5.3 KM 2525942.0 |
 TV0113| TV0133 SLOB MILL                           APPROX. 5.6 KM 2600502.0 |
 TV0113| TV0137 FREDENSBORG MILL                    APPROX. 5.9 KM 2650021.8 |
 TV0113| TV0120 SION HILL CHIMNEY                   APPROX. 2.1 KM 2733018.8 |
 TV0113| TV0138 MON BIJOU CHIMNEY                   APPROX. 6.4 KM 2772420.4 |
 TV0113| TV0125 MARYS FANCY CHIMNEY                 APPROX. 3.9 KM 2782846.4 |
 TV0113| TV0181 RATTAN CHIMNEY                      APPROX. 3.0 KM 2934124.8 |
 TV0113| CE4567 BULOWS MINDE RM 3                                  33458     |
 TV0113| TV0076 JUDITH FANCY CHIMNEY                APPROX. 4.3 KM 3353307.5 |
 TV0113| TV0075 JUDITH                              APPROX. 3.4 KM 3403020.0 |
 TV0113|---------------------------------------------------------------------|
 TV0113
 TV0113                          SUPERSEDED SURVEY CONTROL
 TV0113
 TV0113  NAD 83(1993)-  17 44 23.97134(N)    064 43 39.87377(W) AD(       ) 3
 TV0113  NAD 83(1986)-  17 44 23.95574(N)    064 43 39.84977(W) AD(       ) 3
 TV0113  PR          -  17 44 31.05161(N)    064 43 41.33047(W) AD(       ) 3
 TV0113  LMSL    (07/19/86)  185.8    (m)          610.     (f) VERT ANG       
 TV0113
 TV0113.Superseded values are not recommended for survey control.
 TV0113
 TV0113.NGS no longer adjusts projects to the PR datum.
 TV0113.See file dsdata.pdf to determine how the superseded data were derived.
 TV0113
 TV0113_MARKER: Z = SEE DESCRIPTION
 TV0113_SETTING: 0 = UNSPECIFIED SETTING
 TV0113
 TV0113  HISTORY     - Date     Condition        Report By
 TV0113  HISTORY     - 1919     MONUMENTED       CGS
 TV0113  HISTORY     - 1977     GOOD             NGS
 TV0113
 TV0113                          STATION DESCRIPTION
 TV0113
 TV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0113'STATION IS ON THE TOP OF THE WESTERN HIGH WALL OF THE RUINS
 TV0113'CALLED BULOWS MINDE 1-1/2 MILES W OF CHRISTIANSTED.
 TV0113'
 TV0113'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0113'INTO THE TOP OF THE WALL.
 TV0113'
 TV0113'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN A DRILL
 TV0113'HOLE IN THE MIDDLE OF THE BOTTOM FRONT STEP TO THE HOUSE.
 TV0113'
 TV0113'REFERENCE MARK NO.2 IS A SIMILAR DISK CEMENTED IN A DRILL
 TV0113'HOLE IN THE CENTER OF THE SANDSTONE CORNER STONE OF THE E SIDE
 TV0113'OF THE FOUNDATION OF THE OLD SUNDIAL STANDING ON THE W SIDE OF THE
 TV0113'RUINS.
 TV0113'
 TV0113'REFERENCE MARK NO.3 IS A SIMILAR DISK IN A DRILL HOLE IN THE
 TV0113'BRICK HORSE-TROUGH ON THE S SIDE OF THE CEMENT
 TV0113'CATCH WATER ON THE W SIDE OF A LARGE CISTERN.
 TV0113'
 TV0113'REFERENCE MARK NO.4 IS A SIMILAR DISK CEMENTED IN THE CENTER
 TV0113'OF THE TOP OF A BRICK PIER 3 FEET HIGH AND 1-1/2 FEET SQUARE ON
 TV0113'THE N SIDE OF RUINS, WHICH STANDS AT THE END OF SHORT RETAINING
 TV0113'WALL ON THE N SIDE OF THE RUINS.
 TV0113'
 TV0113'TOP OF POLE - 3.0 METERS ABOVE STATION MARK, OR 8.0 METERS ABOVE
 TV0113'THE GROUND.
 TV0113
 TV0113                          STATION RECOVERY (1977)
 TV0113
 TV0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0113'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TV0113'CONDITION AS DESCRIBED IN 1919.  REFERENCE MARKS 3 AND 4 HAVE BEEN
 TV0113'DESTROYED DUE TO RENOVATION OF THE HOUSE.
 TV0113'
 TV0113'THE HOUSE IS NOW THE RESIDENCE OF MR. ROBERT ARMSTRONG, WHO SHOULD
 TV0113'BE CONTACTED AT THE BUCCANEER HOTEL CNCERNING ACCESS TO THE STATION.
 TV0113'
 TV0113'TO REACH THE STATION FROM THE BEESTON HILL WESYLYN HOLINESS CHURCH
 TV0113'OFF OF CENTERLINE ROAD, GO NORTHWESTERLY ON PAVED ROAD FOR 0.3 MILE
 TV0113'TO A SIDE ROAD RIGHT.  TURN RIGHT ONTO DIRT, THEN PAVED, SIDE ROAD,
 TV0113'AND CONTINUE FOR 0.3 MILE TO A WROUGHT IRON GATE.  CONTINUE THROUGH
 TV0113'GATE FOR 0.2 MILE TO THE ARMSTRONG RESIDENCE AND STATION.
 TV0113'
 TV0113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.6 MI.
 TV0113'WEST OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0177 ***********************************************************************
 TV0177  DESIGNATION -  BUTLER BAY
 TV0177  PID         -  TV0177
 TV0177  STATE/COUNTY-  VQ/ST CROIX
 TV0177  COUNTRY     -  US
 TV0177  USGS QUAD   -  FREDERIKSTED (2013)
 TV0177
 TV0177                         *CURRENT SURVEY CONTROL
 TV0177  ______________________________________________________________________
 TV0177* NAD 83(1997) POSITION- 17 44 51.62431(N) 064 53 38.33738(W)   ADJUSTED
 TV0177* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0177  ______________________________________________________________________
 TV0177  GEOID HEIGHT    -        -42.184 (meters)                     GEOID18
 TV0177  LAPLACE CORR    -          5.01  (seconds)                    DEFLEC18
 TV0177  HORZ ORDER      -  THIRD
 TV0177
 TV0177.The horizontal coordinates were established by classical geodetic methods
 TV0177.and adjusted by the National Geodetic Survey in May 1997.
 TV0177
 TV0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0177
 TV0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0177.GEOID18 height accuracy estimate available here.
 TV0177
 TV0177.Click photographs - Photos may exist for this station.
 TV0177
 TV0177.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0177
 TV0177. The following values were computed from the NAD 83(1997) position.
 TV0177
 TV0177;                    North         East     Units Scale Factor Converg.
 TV0177;SPC PRVI     -   191,205.308   363,258.113   MT  1.00002962   +0 28 53.9
 TV0177;UTM  20      - 1,963,281.479   299,184.831   MT  1.00009861   -0 34 39.1
 TV0177
 TV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9918463281(NAD 83)
 TV0177
 TV0177                          SUPERSEDED SURVEY CONTROL
 TV0177
 TV0177  NAD 83(1993)-  17 44 51.62263(N)    064 53 38.34727(W) AD(       ) 3
 TV0177  NAD 83(1986)-  17 44 51.60620(N)    064 53 38.32485(W) AD(       ) 3
 TV0177  PR          -  17 44 58.70298(N)    064 53 39.79852(W) AD(       ) 3
 TV0177  LMSL    (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 TV0177
 TV0177.Superseded values are not recommended for survey control.
 TV0177
 TV0177.NGS no longer adjusts projects to the PR datum.
 TV0177.See file dsdata.pdf to determine how the superseded data were derived.
 TV0177
 TV0177_MARKER: DD = SURVEY DISK
 TV0177_SETTING: 66 = SET IN ROCK OUTCROP
 TV0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0177
 TV0177  HISTORY     - Date     Condition        Report By
 TV0177  HISTORY     - 1980     MONUMENTED       NOS
 TV0177  HISTORY     - 19950426 GOOD             USPSQD
 TV0177
 TV0177                          STATION DESCRIPTION
 TV0177
 TV0177'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0177'THE STATION IS LOCATED ON THE WEST END OF ST CROIX, SOUTH OF
 TV0177'BUTLER BAY ON THE ROCKY SHORELINE OPPOSITE ROAD LEADING TO BUTLER
 TV0177'BAY RUINS.
 TV0177'
 TV0177'TO REACH THE STATION FROM FREDERIKSTED PIER GO ONE BLOCK EAST TO
 TV0177'A CROSS STREET, TURN LEFT AND GO NORTH ON MAIN ROAD FOR
 TV0177'4.2 KM (2.6 MI) TO STATION ON LEFT AND THE OLD STONE ENTRANCE
 TV0177'TO BUTLER BAY RUINS ON THE RIGHT.
 TV0177'
 TV0177'THE STATION IS A STANDARD NOS DISK
 TV0177'STAMPED---BUTLER BAY 1980---,
 TV0177'CEMENTED INTO THE ROCKY SHORELINE IN A MASS OF CONCRETE.
 TV0177'IT IS LOCATED
 TV0177'22.9 METERS (75.1 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 TV0177'AN OLD STONE STRUCTURE,
 TV0177'13.4 METERS (44 FT) WEST FROM A PK NAIL IN LARGE LONE TREE AND
 TV0177'1.8 METERS (6 FT) EAST FROM WATERS EDGE.
 TV0177'
 TV0177'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 TV0177
 TV0177                          STATION RECOVERY (1995)
 TV0177
 TV0177'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3633 ***********************************************************************
 DL3633  DESIGNATION -  C 1001
 DL3633  PID         -  DL3633
 DL3633  STATE/COUNTY-  VQ/ST JOHN
 DL3633  COUNTRY     -  US
 DL3633  USGS QUAD   -  CORAL BAY (2013)
 DL3633
 DL3633                         *CURRENT SURVEY CONTROL
 DL3633  ______________________________________________________________________
 DL3633* NAD 83(2011) POSITION- 18 19 13.47692(N) 064 43 38.37690(W)   ADJUSTED
 DL3633* NAD 83(2011) ELLIP HT-   -34.774 (meters)        (06/27/12)   ADJUSTED
 DL3633* NAD 83(2011) EPOCH   -  2010.00
 DL3633* VIVD09  ORTHO HEIGHT -     7.472 (meters)       24.51  (feet) ADJUSTED
 DL3633  ______________________________________________________________________
 DL3633  GEOID HEIGHT    -        -42.229 (meters)                     GEOID18
 DL3633  NAD 83(2011) X  -  2,585,818.694 (meters)                     COMP
 DL3633  NAD 83(2011) Y  - -5,477,101.341 (meters)                     COMP
 DL3633  NAD 83(2011) Z  -  1,992,070.727 (meters)                     COMP
 DL3633  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 DL3633  VERT ORDER      -  FIRST     CLASS II
 DL3633
 DL3633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3633  Standards:
 DL3633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3633  -------------------------------------------------------------------
 DL3633  NETWORK    1.00   2.14           0.37   0.44   1.09      0.06724345
 DL3633  -------------------------------------------------------------------
 DL3633  Click here for local accuracies and other accuracy information.
 DL3633
 DL3633.The horizontal coordinates were established by GPS observations
 DL3633.and adjusted by the National Geodetic Survey in June 2012.
 DL3633
 DL3633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3633.been affixed to the stable North American tectonic plate. See 
 DL3633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3633
 DL3633.The horizontal coordinates are valid at the epoch date displayed above
 DL3633.which is a decimal equivalence of Year/Month/Day.
 DL3633
 DL3633.The orthometric height was determined by differential leveling and
 DL3633.adjusted by the NATIONAL GEODETIC SURVEY
 DL3633.in April 2012.
 DL3633
 DL3633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3633.GEOID18 height accuracy estimate available here.
 DL3633
 DL3633.Click photographs - Photos may exist for this station.
 DL3633
 DL3633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3633
 DL3633.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3633
 DL3633.The ellipsoidal height was determined by GPS observations
 DL3633.and is referenced to NAD 83.
 DL3633
 DL3633. The following values were computed from the NAD 83(2011) position.
 DL3633
 DL3633;                    North         East     Units Scale Factor Converg.
 DL3633;SPC PRVI     -   254,750.401   380,341.974   MT  0.99999509   +0 32 01.6
 DL3633;UTM  20      - 2,026,500.205   317,451.398   MT  1.00001199   -0 32 35.2
 DL3633
 DL3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3633!SPC PRVI     -   1.00000547  x   0.99999509  =   1.00000056
 DL3633!UTM  20      -   1.00000547  x   1.00001199  =   1.00001746
 DL3633
 DL3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1745126500(NAD 83)
 DL3633
 DL3633                          SUPERSEDED SURVEY CONTROL
 DL3633
 DL3633  NAD 83(2007)-  18 19 13.47585(N)    064 43 38.38194(W) AD(2002.00) B
 DL3633  ELLIP H (01/22/10)  -34.793  (m)                       GP(2002.00) 5 1
 DL3633
 DL3633.Superseded values are not recommended for survey control.
 DL3633
 DL3633.NGS no longer adjusts projects to the PR datum.
 DL3633.See file dsdata.pdf to determine how the superseded data were derived.
 DL3633
 DL3633_MARKER: DV = VERTICAL CONTROL DISK
 DL3633_SETTING: 66 = SET IN ROCK OUTCROP
 DL3633_STAMPING: C 1001 2007
 DL3633_MARK LOGO: NGS
 DL3633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3633+STABILITY: POSITION/ELEVATION WELL
 DL3633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3633+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3633
 DL3633  HISTORY     - Date     Condition        Report By
 DL3633  HISTORY     - 20070815 MONUMENTED       NGS
 DL3633  HISTORY     - 20080415 GOOD             NGS
 DL3633
 DL3633                          STATION DESCRIPTION
 DL3633
 DL3633'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3633'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF CRUZ BAY WITHIN
 DL3633'THE VIRGIN ISLANDS NATIONAL PARK.  OWNERSHIP--NATIONAL PARK SERVICE,
 DL3633'1300 CRUZ BAY CREEK, ST JOHN VI 00830, PHONE 340-776-6201.
 DL3633'
 DL3633'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3633'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3633'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3633'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3633'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3633'NORTHWESTERLY FOR 5.5 MI (8.8 KM) ON HIGHWAY 107 TO A RUIN ON LEFT AND
 DL3633'THE STATION ON LEFT.
 DL3633'
 DL3633'IT IS SET IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP, 24.7 M (81.0 FT)
 DL3633'SOUTH-SOUTHWEST FROM THE CENTERLINE OF HIGHWAY 107 (DIRT ROAD), 12.2 M
 DL3633'(40.0 FT) NORTH FROM THE NORTHWEST CORNER OF A BUILDING, 5.6 M (18.4
 DL3633'FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF A SUGAR REFINERY
 DL3633'FOUNDATION WITH TWO COPPER CAULDRONS, 2.9 M (9.5 FT) NORTHWEST FROM
 DL3633'THE NORTHWEST CORNER OF THE SAME FOUNDATION AND 1.4 M (4.6 FT) EAST
 DL3633'FROM THE CENTER OF A DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3631 ***********************************************************************
 DL3631  DESIGNATION -  C 1002
 DL3631  PID         -  DL3631
 DL3631  STATE/COUNTY-  VQ/ST JOHN
 DL3631  COUNTRY     -  US
 DL3631  USGS QUAD   -  CORAL BAY (2013)
 DL3631
 DL3631                         *CURRENT SURVEY CONTROL
 DL3631  ______________________________________________________________________
 DL3631* NAD 83(1986) POSITION- 18 19 28.2    (N) 064 43 27.5    (W)   HD_HELD2
 DL3631* VIVD09  ORTHO HEIGHT -   110.710 (meters)      363.22  (feet) ADJUSTED
 DL3631  ______________________________________________________________________
 DL3631  GEOID HEIGHT    -        -42.222 (meters)                     GEOID18
 DL3631  VERT ORDER      -  FIRST     CLASS II
 DL3631
 DL3631.The horizontal coordinates were established by autonomous hand held GPS
 DL3631.observations and have an estimated accuracy of +/- 10 meters.
 DL3631
 DL3631.The orthometric height was determined by differential leveling and
 DL3631.adjusted by the NATIONAL GEODETIC SURVEY
 DL3631.in April 2012.
 DL3631
 DL3631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3631.GEOID18 height accuracy estimate available here.
 DL3631
 DL3631.Click photographs - Photos may exist for this station.
 DL3631
 DL3631;                    North         East    Units  Estimated Accuracy
 DL3631;SPC PRVI     -   255,206.      380,657.      MT  (+/- 10 meters HH2 GPS)
 DL3631
 DL3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1777526949(NAD 83)
 DL3631
 DL3631                          SUPERSEDED SURVEY CONTROL
 DL3631
 DL3631.No superseded survey control is available for this station.
 DL3631
 DL3631_MARKER: DV = VERTICAL CONTROL DISK
 DL3631_SETTING: 66 = SET IN ROCK OUTCROP
 DL3631_STAMPING: C 1002 2007
 DL3631_MARK LOGO: NGS
 DL3631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3631+STABILITY: POSITION/ELEVATION WELL
 DL3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3631+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3631
 DL3631  HISTORY     - Date     Condition        Report By
 DL3631  HISTORY     - 20070815 MONUMENTED       NGS
 DL3631  HISTORY     - 20080415 GOOD             NGS
 DL3631
 DL3631                          STATION DESCRIPTION
 DL3631
 DL3631'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3631'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CRUZ BAY WITHIN
 DL3631'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3631'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3631'00830, PHONE 340-776-6201.
 DL3631'
 DL3631'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3631'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3631'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3631'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3631'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3631'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3631'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 27 MINUTES TO THE
 DL3631'STATION ON RIGHT, ON THE ROCK OUTCROP WITH SIGN WHICH READS BORDEAUX
 DL3631'TRAIL REHABILITATION VOLUNTEER TRAIL CREWS 1986-1987.
 DL3631'
 DL3631'IT IS SET IN A DRILL HOLE IN THE TOP OF THE ROCK OUTCROP WITH
 DL3631'DIMENSIONS OF 1 FT (0.3 M) BY 3 FT (0.9 M) BY 2.5 FT (0.8 M) ABOUT 0.9
 DL3631'M (3.0 FT) ABOVE TRAIL, LOCATED 3.2 M (10.5 FT) WEST FROM A TREE WITH
 DL3631'WITNESS PLAQUE, 2.4 M (7.9 FT) SOUTHWEST FROM THE CENTER OF WATER
 DL3631'DIVERSION ROCKS AND 1.6 M (5.2 FT) WEST FROM THE CENTER OF THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3630 ***********************************************************************
 DL3630  DESIGNATION -  C 1003
 DL3630  PID         -  DL3630
 DL3630  STATE/COUNTY-  VQ/ST JOHN
 DL3630  COUNTRY     -  US
 DL3630  USGS QUAD   -  CORAL BAY (2013)
 DL3630
 DL3630                         *CURRENT SURVEY CONTROL
 DL3630  ______________________________________________________________________
 DL3630* NAD 83(1986) POSITION- 18 19 36.4    (N) 064 43 26.4    (W)   HD_HELD2
 DL3630* VIVD09  ORTHO HEIGHT -   163.225 (meters)      535.51  (feet) ADJUSTED
 DL3630  ______________________________________________________________________
 DL3630  GEOID HEIGHT    -        -42.217 (meters)                     GEOID18
 DL3630  VERT ORDER      -  FIRST     CLASS II
 DL3630
 DL3630.The horizontal coordinates were established by autonomous hand held GPS
 DL3630.observations and have an estimated accuracy of +/- 10 meters.
 DL3630
 DL3630.The orthometric height was determined by differential leveling and
 DL3630.adjusted by the NATIONAL GEODETIC SURVEY
 DL3630.in April 2012.
 DL3630
 DL3630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3630.GEOID18 height accuracy estimate available here.
 DL3630
 DL3630.Click photographs - Photos may exist for this station.
 DL3630
 DL3630;                    North         East    Units  Estimated Accuracy
 DL3630;SPC PRVI     -   255,458.      380,687.      MT  (+/- 10 meters HH2 GPS)
 DL3630
 DL3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1780927201(NAD 83)
 DL3630
 DL3630                          SUPERSEDED SURVEY CONTROL
 DL3630
 DL3630.No superseded survey control is available for this station.
 DL3630
 DL3630_MARKER: DV = VERTICAL CONTROL DISK
 DL3630_SETTING: 66 = SET IN ROCK OUTCROP
 DL3630_STAMPING: C 1003 2007
 DL3630_MARK LOGO: NGS
 DL3630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3630+STABILITY: POSITION/ELEVATION WELL
 DL3630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3630+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3630
 DL3630  HISTORY     - Date     Condition        Report By
 DL3630  HISTORY     - 20070815 MONUMENTED       NGS
 DL3630  HISTORY     - 20080415 GOOD             NGS
 DL3630
 DL3630                          STATION DESCRIPTION
 DL3630
 DL3630'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3630'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CRUZ BAY WITHIN
 DL3630'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3630'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3630'00830, PHONE 340-776-6201.
 DL3630'
 DL3630'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3630'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3630'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3630'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3630'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3630'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3630'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 21 MINUTES TO THE
 DL3630'STATION ON RIGHT.
 DL3630'
 DL3630'IT IS SET IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP ABOUT 1 M (3.3
 DL3630'FT) ABOVE TRAIL, 6.4 M (21.0 FT) SOUTHWEST FROM THE CENTER OF THE
 DL3630'NORTH WATER DIVERSION ROCKS, 4.4 M (14.4 FT) WEST-SOUTHWEST FROM A
 DL3630'TREE WITH WITNESS PLAQUE AND 2.1 M (6.9 FT) WEST-NORTHWEST FROM THE
 DL3630'CENTER OF TRAIL.
 DL3630'
 DL3630'NOTE--THE DISK IS SLANTED.  THE ROD HELD AT CENTER OF DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3629 ***********************************************************************
 DL3629  DESIGNATION -  C 1004
 DL3629  PID         -  DL3629
 DL3629  STATE/COUNTY-  VQ/ST JOHN
 DL3629  COUNTRY     -  US
 DL3629  USGS QUAD   -  CORAL BAY (2013)
 DL3629
 DL3629                         *CURRENT SURVEY CONTROL
 DL3629  ______________________________________________________________________
 DL3629* NAD 83(1986) POSITION- 18 19 38.2    (N) 064 43 26.0    (W)   HD_HELD2
 DL3629* VIVD09  ORTHO HEIGHT -   174.118 (meters)      571.25  (feet) ADJUSTED
 DL3629  ______________________________________________________________________
 DL3629  GEOID HEIGHT    -        -42.216 (meters)                     GEOID18
 DL3629  VERT ORDER      -  FIRST     CLASS II
 DL3629
 DL3629.The horizontal coordinates were established by autonomous hand held GPS
 DL3629.observations and have an estimated accuracy of +/- 10 meters.
 DL3629
 DL3629.The orthometric height was determined by differential leveling and
 DL3629.adjusted by the NATIONAL GEODETIC SURVEY
 DL3629.in April 2012.
 DL3629
 DL3629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3629.GEOID18 height accuracy estimate available here.
 DL3629
 DL3629.Click photographs - Photos may exist for this station.
 DL3629
 DL3629;                    North         East    Units  Estimated Accuracy
 DL3629;SPC PRVI     -   255,514.      380,698.      MT  (+/- 10 meters HH2 GPS)
 DL3629
 DL3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1782227256(NAD 83)
 DL3629
 DL3629                          SUPERSEDED SURVEY CONTROL
 DL3629
 DL3629.No superseded survey control is available for this station.
 DL3629
 DL3629_MARKER: DV = VERTICAL CONTROL DISK
 DL3629_SETTING: 80 = SET IN A BOULDER
 DL3629_STAMPING: C 1004 2007
 DL3629_MARK LOGO: NGS
 DL3629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3629+STABILITY: SURFACE MOTION
 DL3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3629+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3629
 DL3629  HISTORY     - Date     Condition        Report By
 DL3629  HISTORY     - 20070815 MONUMENTED       NGS
 DL3629  HISTORY     - 20080415 GOOD             NGS
 DL3629
 DL3629                          STATION DESCRIPTION
 DL3629
 DL3629'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3629'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CRUZ BAY WITHIN
 DL3629'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3629'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3629'00830, PHONE 340-776-6201.
 DL3629'
 DL3629'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3629'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3629'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3629'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3629'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3629'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3629'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 20 MINUTES TO THE
 DL3629'STATION ON LEFT.
 DL3629'
 DL3629'IT IS SET IN A DRILL HOLE IN BOULDER WITH DIMENSIONS OF 7 FT (2.1 M)
 DL3629'BY 4 FT (1.2 M) BY 3 FT (0.9 M) PROTRUDING INTO TRAIL, 6.5 M (21.3 FT)
 DL3629'SOUTH FROM THE CENTER OF WATER DIVERSION ROCKS, 2.05 M (6.7 FT)
 DL3629'WEST-SOUTHWEST FROM A TREE WITH WITNESS PLAQUE AND 1.0 M (3.3 FT)
 DL3629'EAST-SOUTHEAST FROM THE CENTER OF TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3628 ***********************************************************************
 DL3628  DESIGNATION -  C 1005
 DL3628  PID         -  DL3628
 DL3628  STATE/COUNTY-  VQ/ST JOHN
 DL3628  COUNTRY     -  US
 DL3628  USGS QUAD   -  CORAL BAY (2013)
 DL3628
 DL3628                         *CURRENT SURVEY CONTROL
 DL3628  ______________________________________________________________________
 DL3628* NAD 83(1986) POSITION- 18 19 44.5    (N) 064 43 23.8    (W)   HD_HELD2
 DL3628* VIVD09  ORTHO HEIGHT -   213.353 (meters)      699.98  (feet) ADJUSTED
 DL3628  ______________________________________________________________________
 DL3628  GEOID HEIGHT    -        -42.213 (meters)                     GEOID18
 DL3628  VERT ORDER      -  FIRST     CLASS II
 DL3628
 DL3628.The horizontal coordinates were established by autonomous hand held GPS
 DL3628.observations and have an estimated accuracy of +/- 10 meters.
 DL3628
 DL3628.The orthometric height was determined by differential leveling and
 DL3628.adjusted by the NATIONAL GEODETIC SURVEY
 DL3628.in April 2012.
 DL3628
 DL3628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3628.GEOID18 height accuracy estimate available here.
 DL3628
 DL3628.Click photographs - Photos may exist for this station.
 DL3628
 DL3628;                    North         East    Units  Estimated Accuracy
 DL3628;SPC PRVI     -   255,708.      380,761.      MT  (+/- 10 meters HH2 GPS)
 DL3628
 DL3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1788827449(NAD 83)
 DL3628
 DL3628                          SUPERSEDED SURVEY CONTROL
 DL3628
 DL3628.No superseded survey control is available for this station.
 DL3628
 DL3628_MARKER: DV = VERTICAL CONTROL DISK
 DL3628_SETTING: 66 = SET IN ROCK OUTCROP
 DL3628_STAMPING: C 1005 2007
 DL3628_MARK LOGO: NGS
 DL3628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3628+STABILITY: POSITION/ELEVATION WELL
 DL3628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3628+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3628
 DL3628  HISTORY     - Date     Condition        Report By
 DL3628  HISTORY     - 20070815 MONUMENTED       NGS
 DL3628  HISTORY     - 20080415 GOOD             NGS
 DL3628
 DL3628                          STATION DESCRIPTION
 DL3628
 DL3628'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3628'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF CRUZ BAY WITHIN
 DL3628'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3628'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3628'00830, PHONE 340-776-6201.
 DL3628'
 DL3628'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3628'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3628'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3628'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3628'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3628'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3628'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 15 MINUTES TO THE
 DL3628'STATION ON RIGHT.
 DL3628'
 DL3628'IT IS SET IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP WITH DIMENSIONS
 DL3628'OF 2.5 FT (0.8 M) BY 2.5 FT (0.8 M) BY 3 FT (0.9 M) ABOUT 0.8 M (2.6
 DL3628'FT) ABOVE TRAIL, 7.3 M (24.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF
 DL3628'WATER DIVERSION ROCKS, 1.8 M (5.9 FT) WEST FROM THE CENTER OF TRAIL
 DL3628'AND 1.3 M (4.3 FT) NORTH FROM A TREE WITH WITNESS PLAQUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3627 ***********************************************************************
 DL3627  DESIGNATION -  C 1006
 DL3627  PID         -  DL3627
 DL3627  STATE/COUNTY-  VQ/ST JOHN
 DL3627  COUNTRY     -  US
 DL3627  USGS QUAD   -  CORAL BAY (2013)
 DL3627
 DL3627                         *CURRENT SURVEY CONTROL
 DL3627  ______________________________________________________________________
 DL3627* NAD 83(1986) POSITION- 18 19 48.6    (N) 064 43 20.4    (W)   HD_HELD2
 DL3627* VIVD09  ORTHO HEIGHT -   246.003 (meters)      807.09  (feet) ADJUSTED
 DL3627  ______________________________________________________________________
 DL3627  GEOID HEIGHT    -        -42.213 (meters)                     GEOID18
 DL3627  VERT ORDER      -  FIRST     CLASS II
 DL3627
 DL3627.The horizontal coordinates were established by autonomous hand held GPS
 DL3627.observations and have an estimated accuracy of +/- 10 meters.
 DL3627
 DL3627.The orthometric height was determined by differential leveling and
 DL3627.adjusted by the NATIONAL GEODETIC SURVEY
 DL3627.in April 2012.
 DL3627
 DL3627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3627.GEOID18 height accuracy estimate available here.
 DL3627
 DL3627.Click photographs - Photos may exist for this station.
 DL3627
 DL3627;                    North         East    Units  Estimated Accuracy
 DL3627;SPC PRVI     -   255,835.      380,860.      MT  (+/- 10 meters HH2 GPS)
 DL3627
 DL3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1798927575(NAD 83)
 DL3627
 DL3627                          SUPERSEDED SURVEY CONTROL
 DL3627
 DL3627.No superseded survey control is available for this station.
 DL3627
 DL3627_MARKER: DV = VERTICAL CONTROL DISK
 DL3627_SETTING: 66 = SET IN ROCK OUTCROP
 DL3627_STAMPING: C 1006 2007
 DL3627_MARK LOGO: NGS
 DL3627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3627+STABILITY: POSITION/ELEVATION WELL
 DL3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3627+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3627
 DL3627  HISTORY     - Date     Condition        Report By
 DL3627  HISTORY     - 20070815 MONUMENTED       NGS
 DL3627  HISTORY     - 20080415 GOOD             NGS
 DL3627
 DL3627                          STATION DESCRIPTION
 DL3627
 DL3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3627'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF CRUZ BAY WITHIN
 DL3627'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3627'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3627'00830, PHONE 340-776-6201.
 DL3627'
 DL3627'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3627'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3627'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3627'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3627'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3627'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3627'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 11 MINUTES TO THE
 DL3627'STATION ON RIGHT.
 DL3627'
 DL3627'IT IS SET IN A DRILL HOLE IN ROCK OUTCROP WITH DIMENSIONS OF 2.5 FT
 DL3627'(0.8 M) BY 1.5 FT (0.5 M) BY 0.7 FT (0.2 M), 10.1 M (33.1 FT) EAST
 DL3627'FROM THE CENTER OF WATER DIVERSION ROCKS, 1.5 M (4.9 FT)
 DL3627'EAST-SOUTHEAST FROM A TREE WITH WITNESS PLAQUE AND 1.1 M (3.6 FT)
 DL3627'SOUTH-SOUTHWEST FROM THE CENTER OF TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3626 ***********************************************************************
 DL3626  DESIGNATION -  C 1007
 DL3626  PID         -  DL3626
 DL3626  STATE/COUNTY-  VQ/ST JOHN
 DL3626  COUNTRY     -  US
 DL3626  USGS QUAD   -  CORAL BAY (2013)
 DL3626
 DL3626                         *CURRENT SURVEY CONTROL
 DL3626  ______________________________________________________________________
 DL3626* NAD 83(1986) POSITION- 18 19 51.0    (N) 064 43 22.7    (W)   HD_HELD2
 DL3626* VIVD09  ORTHO HEIGHT -   274.659 (meters)      901.11  (feet) ADJUSTED
 DL3626  ______________________________________________________________________
 DL3626  GEOID HEIGHT    -        -42.211 (meters)                     GEOID18
 DL3626  VERT ORDER      -  FIRST     CLASS II
 DL3626
 DL3626.The horizontal coordinates were established by autonomous hand held GPS
 DL3626.observations and have an estimated accuracy of +/- 10 meters.
 DL3626
 DL3626.The orthometric height was determined by differential leveling and
 DL3626.adjusted by the NATIONAL GEODETIC SURVEY
 DL3626.in April 2012.
 DL3626
 DL3626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3626.GEOID18 height accuracy estimate available here.
 DL3626
 DL3626.Click photographs - Photos may exist for this station.
 DL3626
 DL3626;                    North         East    Units  Estimated Accuracy
 DL3626;SPC PRVI     -   255,908.      380,792.      MT  (+/- 10 meters HH2 GPS)
 DL3626
 DL3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1792227649(NAD 83)
 DL3626
 DL3626                          SUPERSEDED SURVEY CONTROL
 DL3626
 DL3626.No superseded survey control is available for this station.
 DL3626
 DL3626_MARKER: DV = VERTICAL CONTROL DISK
 DL3626_SETTING: 66 = SET IN ROCK OUTCROP
 DL3626_STAMPING: C 1007 2007
 DL3626_MARK LOGO: NGS
 DL3626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3626+STABILITY: POSITION/ELEVATION WELL
 DL3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3626+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3626
 DL3626  HISTORY     - Date     Condition        Report By
 DL3626  HISTORY     - 20070815 MONUMENTED       NGS
 DL3626  HISTORY     - 20080415 GOOD             NGS
 DL3626
 DL3626                          STATION DESCRIPTION
 DL3626
 DL3626'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3626'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF CRUZ BAY WITHIN
 DL3626'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3626'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3626'00830, PHONE 340-776-6201.
 DL3626'
 DL3626'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3626'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3626'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3626'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3626'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3626'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3626'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 8 MINUTES TO THE
 DL3626'STATION ON LEFT.
 DL3626'
 DL3626'IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP WITH DIMENSIONS OF 2 FT
 DL3626'(0.6 M) BY 4 FT (1.2 M) BY 2 FT (0.6 M), 2.2 M (7.2 FT) NORTH FROM A
 DL3626'TREE WITH WITNESS PLAQUE AND 1.2 M (3.9 FT) EAST FROM THE CENTER OF
 DL3626'THE TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3625 ***********************************************************************
 DL3625  DESIGNATION -  C 1008
 DL3625  PID         -  DL3625
 DL3625  STATE/COUNTY-  VQ/ST JOHN
 DL3625  COUNTRY     -  US
 DL3625  USGS QUAD   -  CORAL BAY (2013)
 DL3625
 DL3625                         *CURRENT SURVEY CONTROL
 DL3625  ______________________________________________________________________
 DL3625* NAD 83(1986) POSITION- 18 19 54.7    (N) 064 43 24.4    (W)   HD_HELD2
 DL3625* VIVD09  ORTHO HEIGHT -   294.463 (meters)      966.08  (feet) ADJUSTED
 DL3625  ______________________________________________________________________
 DL3625  GEOID HEIGHT    -        -42.209 (meters)                     GEOID18
 DL3625  VERT ORDER      -  FIRST     CLASS II
 DL3625
 DL3625.The horizontal coordinates were established by autonomous hand held GPS
 DL3625.observations and have an estimated accuracy of +/- 10 meters.
 DL3625
 DL3625.The orthometric height was determined by differential leveling and
 DL3625.adjusted by the NATIONAL GEODETIC SURVEY
 DL3625.in April 2012.
 DL3625
 DL3625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3625.GEOID18 height accuracy estimate available here.
 DL3625
 DL3625.Click photographs - Photos may exist for this station.
 DL3625
 DL3625;                    North         East    Units  Estimated Accuracy
 DL3625;SPC PRVI     -   256,022.      380,741.      MT  (+/- 10 meters HH2 GPS)
 DL3625
 DL3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1787327763(NAD 83)
 DL3625
 DL3625                          SUPERSEDED SURVEY CONTROL
 DL3625
 DL3625.No superseded survey control is available for this station.
 DL3625
 DL3625_MARKER: DV = VERTICAL CONTROL DISK
 DL3625_SETTING: 66 = SET IN ROCK OUTCROP
 DL3625_STAMPING: C 1008 2007
 DL3625_MARK LOGO: NGS
 DL3625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3625+STABILITY: POSITION/ELEVATION WELL
 DL3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3625+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3625
 DL3625  HISTORY     - Date     Condition        Report By
 DL3625  HISTORY     - 20070815 MONUMENTED       NGS
 DL3625  HISTORY     - 20080415 GOOD             NGS
 DL3625
 DL3625                          STATION DESCRIPTION
 DL3625
 DL3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3625'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST OF CRUZ BAY WITHIN
 DL3625'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3625'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3625'00830, PHONE 340-776-6201.
 DL3625'
 DL3625'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3625'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3625'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3625'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3625'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3625'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF TRUCK TRAVEL AT
 DL3625'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 5 MINUTES TO THE
 DL3625'STATION ON RIGHT.
 DL3625'
 DL3625'IT IS SET IN A LARGE ROCK OUTCROP PROJECTING INTO THE WEST SIDE OF THE
 DL3625'TRAIL, 2.4 M (7.9 FT) NORTH FROM A TREE WITH WITNESS PLAQUE AND 0.7 M
 DL3625'(2.3 FT) WEST FROM THE CENTER OF THE TRAIL.
 DL3625'
 DL3625'NOTE--THE DISK IS SLANTED.  THE ROD WAS HELD ON THE LETTERS DC OF
 DL3625'WASHINGTON DC.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3624 ***********************************************************************
 DL3624  DESIGNATION -  C 1009
 DL3624  PID         -  DL3624
 DL3624  STATE/COUNTY-  VQ/ST JOHN
 DL3624  COUNTRY     -  US
 DL3624  USGS QUAD   -  CORAL BAY (2013)
 DL3624
 DL3624                         *CURRENT SURVEY CONTROL
 DL3624  ______________________________________________________________________
 DL3624* NAD 83(1986) POSITION- 18 19 57.0    (N) 064 43 26.4    (W)   HD_HELD2
 DL3624* VIVD09  ORTHO HEIGHT -   321.164 (meters)     1053.69  (feet) ADJUSTED
 DL3624  ______________________________________________________________________
 DL3624  GEOID HEIGHT    -        -42.207 (meters)                     GEOID18
 DL3624  VERT ORDER      -  FIRST     CLASS II
 DL3624
 DL3624.The horizontal coordinates were established by autonomous hand held GPS
 DL3624.observations and have an estimated accuracy of +/- 10 meters.
 DL3624
 DL3624.The orthometric height was determined by differential leveling and
 DL3624.adjusted by the NATIONAL GEODETIC SURVEY
 DL3624.in April 2012.
 DL3624
 DL3624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3624.GEOID18 height accuracy estimate available here.
 DL3624
 DL3624.Click photographs - Photos may exist for this station.
 DL3624
 DL3624;                    North         East    Units  Estimated Accuracy
 DL3624;SPC PRVI     -   256,092.      380,681.      MT  (+/- 10 meters HH2 GPS)
 DL3624
 DL3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1781527834(NAD 83)
 DL3624
 DL3624                          SUPERSEDED SURVEY CONTROL
 DL3624
 DL3624.No superseded survey control is available for this station.
 DL3624
 DL3624_MARKER: DV = VERTICAL CONTROL DISK
 DL3624_SETTING: 66 = SET IN ROCK OUTCROP
 DL3624_STAMPING: C 1009 2007
 DL3624_MARK LOGO: NGS
 DL3624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3624+STABILITY: POSITION/ELEVATION WELL
 DL3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3624+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3624
 DL3624  HISTORY     - Date     Condition        Report By
 DL3624  HISTORY     - 20070815 MONUMENTED       NGS
 DL3624  HISTORY     - 20080415 GOOD             NGS
 DL3624
 DL3624                          STATION DESCRIPTION
 DL3624
 DL3624'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3624'THE STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) EAST OF CRUZ BAY WITHIN
 DL3624'THE VIRGIN ISLANDS NATIONAL PARK, ON THE BORDEAUX MOUNTAIN TRAIL.
 DL3624'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3624'00830, PHONE 340-776-6201.
 DL3624'
 DL3624'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3624'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3624'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3624'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3624'RIGHT.  TURN SHARP RIGHT AND GO SOUTH-SOUTHEAST, THEN EAST FOR 0.62 MI
 DL3624'(1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE END OF A TRUCK TRAVEL AT
 DL3624'BORDEAUX MOUNTAIN TRAIL.  PACK SOUTHEAST FOR ABOUT 1 MINUTE TO THE
 DL3624'STATION ON LEFT.
 DL3624'
 DL3624'THE STATION IS SET IN A DRILL HOLE IN ROCK OUTCROP, 4.5 M (14.8 FT)
 DL3624'EAST-NORTHEAST FROM A TREE WITH WITNESS PLAQUE AND 1.8 M (5.9 FT)
 DL3624'NORTHEAST FROM THE CENTER OF TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3623 ***********************************************************************
 DL3623  DESIGNATION -  C 1010
 DL3623  PID         -  DL3623
 DL3623  STATE/COUNTY-  VQ/ST JOHN
 DL3623  COUNTRY     -  US
 DL3623  USGS QUAD   -  CORAL BAY (2013)
 DL3623
 DL3623                         *CURRENT SURVEY CONTROL
 DL3623  ______________________________________________________________________
 DL3623* NAD 83(1986) POSITION- 18 19 54.8    (N) 064 43 35.5    (W)   HD_HELD2
 DL3623* VIVD09  ORTHO HEIGHT -   332.712 (meters)     1091.57  (feet) ADJUSTED
 DL3623  ______________________________________________________________________
 DL3623  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 DL3623  VERT ORDER      -  FIRST     CLASS II
 DL3623
 DL3623.The horizontal coordinates were established by autonomous hand held GPS
 DL3623.observations and have an estimated accuracy of +/- 10 meters.
 DL3623
 DL3623.The orthometric height was determined by differential leveling and
 DL3623.adjusted by the NATIONAL GEODETIC SURVEY
 DL3623.in April 2012.
 DL3623
 DL3623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3623.GEOID18 height accuracy estimate available here.
 DL3623
 DL3623.Click photographs - Photos may exist for this station.
 DL3623
 DL3623;                    North         East    Units  Estimated Accuracy
 DL3623;SPC PRVI     -   256,022.      380,415.      MT  (+/- 10 meters HH2 GPS)
 DL3623
 DL3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1754727769(NAD 83)
 DL3623
 DL3623                          SUPERSEDED SURVEY CONTROL
 DL3623
 DL3623.No superseded survey control is available for this station.
 DL3623
 DL3623_MARKER: DV = VERTICAL CONTROL DISK
 DL3623_SETTING: 66 = SET IN ROCK OUTCROP
 DL3623_STAMPING: C 1010 2007
 DL3623_MARK LOGO: NGS
 DL3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3623+STABILITY: POSITION/ELEVATION WELL
 DL3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3623+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3623
 DL3623  HISTORY     - Date     Condition        Report By
 DL3623  HISTORY     - 20070815 MONUMENTED       NGS
 DL3623  HISTORY     - 20080415 GOOD             NGS
 DL3623
 DL3623                          STATION DESCRIPTION
 DL3623
 DL3623'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3623'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST OF CRUZ BAY WITHIN
 DL3623'THE VIRGIN ISLANDS NATIONAL PARK.
 DL3623'
 DL3623'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3623'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3623'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3623'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD
 DL3623'RIGHT.  TURN SHARP RIGHT AND GO SOUTHERLY FOR 0.45 MI (0.7 KM) ON
 DL3623'BORDEAUX MOUNTAIN ROAD TO THE STATION ON RIGHT.
 DL3623'
 DL3623'IT IS SET IN A DRILL HOLE IN ROCK OUTCROP WITH DIMENSIONS OF 3 FT (0.9
 DL3623'M) BY 3 FT (0.9 M) BY 0.5 FT (0.2 M), 13.3 M (43.6 FT) EAST-SOUTHEAST
 DL3623'FROM A UTILITY POLE, 2.6 M (8.5 FT) SOUTH-SOUTHEAST FROM THE
 DL3623'CENTERLINE OF THE ROAD AND 0.6 M (2.0 FT) NORTH-NORTHEAST FROM A ROCK
 DL3623'WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3622 ***********************************************************************
 DL3622  DESIGNATION -  C 1011
 DL3622  PID         -  DL3622
 DL3622  STATE/COUNTY-  VQ/ST JOHN
 DL3622  COUNTRY     -  US
 DL3622  USGS QUAD   -  CORAL BAY (2013)
 DL3622
 DL3622                         *CURRENT SURVEY CONTROL
 DL3622  ______________________________________________________________________
 DL3622* NAD 83(1986) POSITION- 18 20 05.0    (N) 064 43 38.2    (W)   HD_HELD2
 DL3622* VIVD09  ORTHO HEIGHT -   362.181 (meters)     1188.26  (feet) ADJUSTED
 DL3622  ______________________________________________________________________
 DL3622  GEOID HEIGHT    -        -42.199 (meters)                     GEOID18
 DL3622  VERT ORDER      -  FIRST     CLASS II
 DL3622
 DL3622.The horizontal coordinates were established by autonomous hand held GPS
 DL3622.observations and have an estimated accuracy of +/- 10 meters.
 DL3622
 DL3622.The orthometric height was determined by differential leveling and
 DL3622.adjusted by the NATIONAL GEODETIC SURVEY
 DL3622.in April 2012.
 DL3622
 DL3622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3622.GEOID18 height accuracy estimate available here.
 DL3622
 DL3622.Click photographs - Photos may exist for this station.
 DL3622
 DL3622;                    North         East    Units  Estimated Accuracy
 DL3622;SPC PRVI     -   256,334.      380,332.      MT  (+/- 10 meters HH2 GPS)
 DL3622
 DL3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1747128084(NAD 83)
 DL3622
 DL3622                          SUPERSEDED SURVEY CONTROL
 DL3622
 DL3622.No superseded survey control is available for this station.
 DL3622
 DL3622_MARKER: DV = VERTICAL CONTROL DISK
 DL3622_SETTING: 66 = SET IN ROCK OUTCROP
 DL3622_STAMPING: C 1011 2007
 DL3622_MARK LOGO: NGS
 DL3622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3622+STABILITY: POSITION/ELEVATION WELL
 DL3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3622+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3622
 DL3622  HISTORY     - Date     Condition        Report By
 DL3622  HISTORY     - 20070815 MONUMENTED       NGS
 DL3622  HISTORY     - 20080415 GOOD             NGS
 DL3622
 DL3622                          STATION DESCRIPTION
 DL3622
 DL3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3622'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF CRUZ BAY WITHIN
 DL3622'THE VIRGIN ISLANDS NATIONAL PARK.
 DL3622'
 DL3622'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3622'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3622'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3622'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD ON
 DL3622'THE RIGHT.  TURN SHARP RIGHT AND GO SOUTHERLY FOR 0.2 MI (0.3 KM) ON
 DL3622'BORDEAUX MOUNTAIN ROAD TO THE STATION ON THE RIGHT.
 DL3622'
 DL3622'IT IS SET IN A DRILL HOLE IN ROCK OUTCROP, 28.0 M (91.9 FT) SOUTH FROM
 DL3622'A UTILITY POLE, 3.9 M (12.8 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 DL3622'ROAD AND ABOUT 1.0 M (3.3 FT) HIGHER THAN THE ROAD.
 DL3622'
 DL3622'NOTE--THE DISK IS SLANTED.  THE ROD WAS HELD ON THE CENTER OF THE
 DL3622'DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3621 ***********************************************************************
 DL3621  DESIGNATION -  C 1012
 DL3621  PID         -  DL3621
 DL3621  STATE/COUNTY-  VQ/ST JOHN
 DL3621  COUNTRY     -  US
 DL3621  USGS QUAD   -  CORAL BAY (2013)
 DL3621
 DL3621                         *CURRENT SURVEY CONTROL
 DL3621  ______________________________________________________________________
 DL3621* NAD 83(1986) POSITION- 18 20 09.9    (N) 064 43 43.6    (W)   HD_HELD2
 DL3621* VIVD09  ORTHO HEIGHT -   349.847 (meters)     1147.79  (feet) ADJUSTED
 DL3621  ______________________________________________________________________
 DL3621  GEOID HEIGHT    -        -42.196 (meters)                     GEOID18
 DL3621  VERT ORDER      -  FIRST     CLASS II
 DL3621
 DL3621.The horizontal coordinates were established by autonomous hand held GPS
 DL3621.observations and have an estimated accuracy of +/- 10 meters.
 DL3621
 DL3621.The orthometric height was determined by differential leveling and
 DL3621.adjusted by the NATIONAL GEODETIC SURVEY
 DL3621.in April 2012.
 DL3621
 DL3621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3621.GEOID18 height accuracy estimate available here.
 DL3621
 DL3621.Click photographs - Photos may exist for this station.
 DL3621
 DL3621;                    North         East    Units  Estimated Accuracy
 DL3621;SPC PRVI     -   256,484.      380,172.      MT  (+/- 10 meters HH2 GPS)
 DL3621
 DL3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1731428236(NAD 83)
 DL3621
 DL3621                          SUPERSEDED SURVEY CONTROL
 DL3621
 DL3621.No superseded survey control is available for this station.
 DL3621
 DL3621_MARKER: DV = VERTICAL CONTROL DISK
 DL3621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3621_SP_SET: CULVERT HEADWALL
 DL3621_STAMPING: C 1012 2007
 DL3621_MARK LOGO: NGS
 DL3621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3621+STABILITY: SURFACE MOTION
 DL3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3621+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3621
 DL3621  HISTORY     - Date     Condition        Report By
 DL3621  HISTORY     - 20070815 MONUMENTED       NGS
 DL3621  HISTORY     - 20080415 GOOD             NGS
 DL3621
 DL3621                          STATION DESCRIPTION
 DL3621
 DL3621'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3621'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST OF CRUZ BAY WITHIN
 DL3621'THE VIRGIN ISLANDS NATIONAL PARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3621'
 DL3621'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3621'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3621'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3621'SOUTHEAST FOR 1.05 MI (1.7 KM) ON BORDEAUX MOUNTAIN ROAD TO A ROAD ON
 DL3621'THE RIGHT.  TURN SHARP RIGHT AND GO SOUTH FOR 0.03 MI (0.0 KM) ON
 DL3621'BORDEAUX MOUNTAIN ROAD TO THE STATION ON THE LEFT.
 DL3621'
 DL3621'IT IS SET IN A DRILL HOLE IN THE TOP OF A HEADWALL FOR A CONCRETE
 DL3621'CULVERT, 6.7 M (22.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 DL3621'DRIVEWAY, 4.9 M (16.1 FT) SOUTH-SOUTHWEST FROM A UTILITY POLE WITH A
 DL3621'TRANSFORMER, 4.0 M (13.1 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 DL3621'ROAD, 3.2 M (10.5 FT) SOUTHEAST FROM THE NORTH END OF THE HEADWALL AND
 DL3621'0.8 M (2.6 FT) SOUTHWEST FROM THE NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3620 ***********************************************************************
 DL3620  DESIGNATION -  C 1013
 DL3620  PID         -  DL3620
 DL3620  STATE/COUNTY-  VQ/ST JOHN
 DL3620  COUNTRY     -  US
 DL3620  USGS QUAD   -  CORAL BAY (2013)
 DL3620
 DL3620                         *CURRENT SURVEY CONTROL
 DL3620  ______________________________________________________________________
 DL3620* NAD 83(1986) POSITION- 18 20 13.3    (N) 064 43 48.1    (W)   HD_HELD2
 DL3620* VIVD09  ORTHO HEIGHT -   329.074 (meters)     1079.64  (feet) ADJUSTED
 DL3620  ______________________________________________________________________
 DL3620  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 DL3620  VERT ORDER      -  FIRST     CLASS II
 DL3620
 DL3620.The horizontal coordinates were established by autonomous hand held GPS
 DL3620.observations and have an estimated accuracy of +/- 10 meters.
 DL3620
 DL3620.The orthometric height was determined by differential leveling and
 DL3620.adjusted by the NATIONAL GEODETIC SURVEY
 DL3620.in April 2012.
 DL3620
 DL3620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3620.GEOID18 height accuracy estimate available here.
 DL3620
 DL3620.Click photographs - Photos may exist for this station.
 DL3620
 DL3620;                    North         East    Units  Estimated Accuracy
 DL3620;SPC PRVI     -   256,587.      380,039.      MT  (+/- 10 meters HH2 GPS)
 DL3620
 DL3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1718328342(NAD 83)
 DL3620
 DL3620                          SUPERSEDED SURVEY CONTROL
 DL3620
 DL3620.No superseded survey control is available for this station.
 DL3620
 DL3620_MARKER: DV = VERTICAL CONTROL DISK
 DL3620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3620_SP_SET: CONCRETE CULVERT HEADWALL
 DL3620_STAMPING: C 1013 2007
 DL3620_MARK LOGO: NGS
 DL3620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3620+STABILITY: SURFACE MOTION
 DL3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3620+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3620
 DL3620  HISTORY     - Date     Condition        Report By
 DL3620  HISTORY     - 20070815 MONUMENTED       NGS
 DL3620  HISTORY     - 20080415 GOOD             NGS
 DL3620
 DL3620                          STATION DESCRIPTION
 DL3620
 DL3620'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3620'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST OF CRUZ BAY, WITHIN
 DL3620'THE VIRGIN ISLANDS NATIONAL PARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3620'
 DL3620'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3620'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3620'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3620'SOUTHEAST FOR 1.0 MI (1.6 KM) ON BORDEAUX MOUNTAIN ROAD TO THE STATION
 DL3620'ON THE LEFT.
 DL3620'
 DL3620'IT IS SET IN A DRILL HOLE IN THE TOP OF AND NEAR THE NORTHWEST END OF
 DL3620'THE NORTHEAST HEADWALL FOR CONCRETE CULVERT, 8.5 M (27.9 FT) EAST FROM
 DL3620'A UTILITY POLE, 6.5 M (21.3 FT) SOUTHEAST FROM A UTILITY POLE, 4.0 M
 DL3620'(13.1 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD, 3.3 M (10.8 FT)
 DL3620'NORTHWEST FROM THE SOUTHEAST END OF THE HEADWALL, AND 0.76 M (2.5 FT)
 DL3620'SOUTH FROM THE NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3619 ***********************************************************************
 DL3619  DESIGNATION -  C 1014
 DL3619  PID         -  DL3619
 DL3619  STATE/COUNTY-  VQ/ST JOHN
 DL3619  COUNTRY     -  US
 DL3619  USGS QUAD   -  CORAL BAY (2013)
 DL3619
 DL3619                         *CURRENT SURVEY CONTROL
 DL3619  ______________________________________________________________________
 DL3619* NAD 83(1986) POSITION- 18 20 21.4    (N) 064 44 03.9    (W)   HD_HELD2
 DL3619* VIVD09  ORTHO HEIGHT -   327.062 (meters)     1073.04  (feet) ADJUSTED
 DL3619  ______________________________________________________________________
 DL3619  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DL3619  VERT ORDER      -  FIRST     CLASS II
 DL3619
 DL3619.The horizontal coordinates were established by autonomous hand held GPS
 DL3619.observations and have an estimated accuracy of +/- 10 meters.
 DL3619
 DL3619.The orthometric height was determined by differential leveling and
 DL3619.adjusted by the NATIONAL GEODETIC SURVEY
 DL3619.in April 2012.
 DL3619
 DL3619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3619.GEOID18 height accuracy estimate available here.
 DL3619
 DL3619.Click photographs - Photos may exist for this station.
 DL3619
 DL3619;                    North         East    Units  Estimated Accuracy
 DL3619;SPC PRVI     -   256,832.      379,573.      MT  (+/- 10 meters HH2 GPS)
 DL3619
 DL3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1672128595(NAD 83)
 DL3619
 DL3619                          SUPERSEDED SURVEY CONTROL
 DL3619
 DL3619.No superseded survey control is available for this station.
 DL3619
 DL3619_MARKER: DV = VERTICAL CONTROL DISK
 DL3619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3619_SP_SET: CULVERT HEADWALL
 DL3619_STAMPING: C 1014 2007
 DL3619_MARK LOGO: NGS
 DL3619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3619+STABILITY: SURFACE MOTION
 DL3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3619+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3619
 DL3619  HISTORY     - Date     Condition        Report By
 DL3619  HISTORY     - 20070815 MONUMENTED       NGS
 DL3619  HISTORY     - 20080415 GOOD             NGS
 DL3619
 DL3619                          STATION DESCRIPTION
 DL3619
 DL3619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3619'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) EAST OF CRUZ BAY WITHIN
 DL3619'THE VIRGIN ISLANDS NATIONAL PARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3619'
 DL3619'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3619'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3619'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3619'SOUTHEAST FOR 0.6 MI (1.0 KM) ON BORDEAUX MOUNTAIN ROAD TO THE STATION
 DL3619'ON THE RIGHT.
 DL3619'
 DL3619'IT IS SET IN A DRILL HOLE IN THE TOP OF THE NORTH END OF A HEADWALL
 DL3619'FOR A CONCRETE CULVERT, 13.5 M (44.3 FT) SOUTH FROM A UTILITY POLE,
 DL3619'3.9 M (12.8 FT) NORTH FROM THE SOUTH END OF THE HEADWALL, 3.8 M (12.5
 DL3619'FT) WEST FROM THE CENTERLINE OF THE ROAD AND 0.2 M (0.7 FT) SOUTH FROM
 DL3619'THE NORTH END OF THE HEADWALL.
 DL3619'
 DL3619'NOTE--THE DISK WAS FOUND VANDALIZED.  SOMEONE HAS TRIED TO REMOVE IT
 DL3619'BUT THE DISK IS INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3618 ***********************************************************************
 DL3618  DESIGNATION -  C 1015
 DL3618  PID         -  DL3618
 DL3618  STATE/COUNTY-  VQ/ST JOHN
 DL3618  COUNTRY     -  US
 DL3618  USGS QUAD   -  CORAL BAY (2013)
 DL3618
 DL3618                         *CURRENT SURVEY CONTROL
 DL3618  ______________________________________________________________________
 DL3618* NAD 83(1986) POSITION- 18 20 33.1    (N) 064 44 11.5    (W)   HD_HELD2
 DL3618* VIVD09  ORTHO HEIGHT -   290.066 (meters)      951.66  (feet) ADJUSTED
 DL3618  ______________________________________________________________________
 DL3618  GEOID HEIGHT    -        -42.186 (meters)                     GEOID18
 DL3618  VERT ORDER      -  FIRST     CLASS II
 DL3618
 DL3618.The horizontal coordinates were established by autonomous hand held GPS
 DL3618.observations and have an estimated accuracy of +/- 10 meters.
 DL3618
 DL3618.The orthometric height was determined by differential leveling and
 DL3618.adjusted by the NATIONAL GEODETIC SURVEY
 DL3618.in April 2012.
 DL3618
 DL3618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3618.GEOID18 height accuracy estimate available here.
 DL3618
 DL3618.Click photographs - Photos may exist for this station.
 DL3618
 DL3618;                    North         East    Units  Estimated Accuracy
 DL3618;SPC PRVI     -   257,189.      379,347.      MT  (+/- 10 meters HH2 GPS)
 DL3618
 DL3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1650228957(NAD 83)
 DL3618
 DL3618                          SUPERSEDED SURVEY CONTROL
 DL3618
 DL3618.No superseded survey control is available for this station.
 DL3618
 DL3618_MARKER: DV = VERTICAL CONTROL DISK
 DL3618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3618_SP_SET: BOX CULVERT HEADWALL
 DL3618_STAMPING: C 1015 2007
 DL3618_MARK LOGO: NGS
 DL3618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3618+STABILITY: SURFACE MOTION
 DL3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3618+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3618
 DL3618  HISTORY     - Date     Condition        Report By
 DL3618  HISTORY     - 20070815 MONUMENTED       NGS
 DL3618  HISTORY     - 20080415 GOOD             NGS
 DL3618
 DL3618                          STATION DESCRIPTION
 DL3618
 DL3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3618'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-NORTHEAST OF CRUZ
 DL3618'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3618'
 DL3618'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 10 AND BORDEAUX
 DL3618'MOUNTAIN ROAD AT COLORFUL CORNER, BANANA JACKS AND CHATEAU BORDEAUX
 DL3618'RESTAURANT, ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ BAY, GO
 DL3618'SOUTHEAST FOR 0.25 MI (0.4 KM) ON BORDEAUX MOUNTAIN ROAD TO THE
 DL3618'STATION ON THE LEFT, JUST AFTER MAKING A SHARP RIGHT TURN WHERE THE
 DL3618'ROAD BECOMES CONCRETE.
 DL3618'
 DL3618'IT IS SET IN A DRILL HOLE IN THE TOP OF AND 0.15 M (0.5 FT)
 DL3618'NORTH-NORTHWEST FROM THE SOUTHWEST END OF A HEADWALL FOR A CONCRETE
 DL3618'BOX CULVERT, 14.9 M (48.9 FT) SOUTH FROM THE JUNCTION OF THE BLACKTOP
 DL3618'AND CONCRETE ROADS, 8.5 M (27.9 FT) SOUTH FROM A UTILITY POLE AND 3.5
 DL3618'M (11.5 FT) EAST FROM THE CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3616 ***********************************************************************
 DL3616  DESIGNATION -  C 1016
 DL3616  PID         -  DL3616
 DL3616  STATE/COUNTY-  VQ/ST JOHN
 DL3616  COUNTRY     -  US
 DL3616  USGS QUAD   -  CORAL BAY (2013)
 DL3616
 DL3616                         *CURRENT SURVEY CONTROL
 DL3616  ______________________________________________________________________
 DL3616* NAD 83(1986) POSITION- 18 20 48.2    (N) 064 44 23.9    (W)   HD_HELD2
 DL3616* VIVD09  ORTHO HEIGHT -   284.142 (meters)      932.22  (feet) ADJUSTED
 DL3616  ______________________________________________________________________
 DL3616  GEOID HEIGHT    -        -42.188 (meters)                     GEOID18
 DL3616  VERT ORDER      -  FIRST     CLASS II
 DL3616
 DL3616.The horizontal coordinates were established by autonomous hand held GPS
 DL3616.observations and have an estimated accuracy of +/- 10 meters.
 DL3616
 DL3616.The orthometric height was determined by differential leveling and
 DL3616.adjusted by the NATIONAL GEODETIC SURVEY
 DL3616.in April 2012.
 DL3616
 DL3616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3616.GEOID18 height accuracy estimate available here.
 DL3616
 DL3616.Click photographs - Photos may exist for this station.
 DL3616
 DL3616;                    North         East    Units  Estimated Accuracy
 DL3616;SPC PRVI     -   257,650.      378,978.      MT  (+/- 10 meters HH2 GPS)
 DL3616
 DL3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1614229425(NAD 83)
 DL3616
 DL3616                          SUPERSEDED SURVEY CONTROL
 DL3616
 DL3616.No superseded survey control is available for this station.
 DL3616
 DL3616_MARKER: DV = VERTICAL CONTROL DISK
 DL3616_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3616_SP_SET: STORM DRAIN HEADWALL
 DL3616_STAMPING: C 1016 2007
 DL3616_MARK LOGO: NGS
 DL3616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3616+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3616
 DL3616  HISTORY     - Date     Condition        Report By
 DL3616  HISTORY     - 20070815 MONUMENTED       NGS
 DL3616  HISTORY     - 20080415 GOOD             NGS
 DL3616
 DL3616                          STATION DESCRIPTION
 DL3616
 DL3616'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3616'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ
 DL3616'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3616'
 DL3616'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3616'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3616'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3616'10.  TURN LEFT AND GO EASTERLY FOR 5.1 MI (8.2 KM) ON HIGHWAY 10 TO
 DL3616'THE STATION ON THE RIGHT.
 DL3616'
 DL3616'IT IS SET IN A DRILL HOLE IN THE TOP OF A STORM DRAIN HEADWALL, 20.7 M
 DL3616'(67.9 FT) SOUTHWEST AND ACROSS THE ROAD FROM A UTILITY POLE, 3.4 M
 DL3616'(11.2 FT) EAST-NORTHEAST FROM A UTILITY POLE NUMBER 27-402-043, 4.1 M
 DL3616'(13.5 FT) SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY AND 1.1 M (3.6
 DL3616'FT) NORTHWEST FROM THE END OF A WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3615 ***********************************************************************
 DL3615  DESIGNATION -  C 1017
 DL3615  PID         -  DL3615
 DL3615  STATE/COUNTY-  VQ/ST JOHN
 DL3615  COUNTRY     -  US
 DL3615  USGS QUAD   -  CORAL BAY (2013)
 DL3615
 DL3615                         *CURRENT SURVEY CONTROL
 DL3615  ______________________________________________________________________
 DL3615* NAD 83(1986) POSITION- 18 20 51.6    (N) 064 44 33.4    (W)   HD_HELD2
 DL3615* VIVD09  ORTHO HEIGHT -   247.068 (meters)      810.59  (feet) ADJUSTED
 DL3615  ______________________________________________________________________
 DL3615  GEOID HEIGHT    -        -42.188 (meters)                     GEOID18
 DL3615  VERT ORDER      -  FIRST     CLASS II
 DL3615
 DL3615.The horizontal coordinates were established by autonomous hand held GPS
 DL3615.observations and have an estimated accuracy of +/- 10 meters.
 DL3615
 DL3615.The orthometric height was determined by differential leveling and
 DL3615.adjusted by the NATIONAL GEODETIC SURVEY
 DL3615.in April 2012.
 DL3615
 DL3615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3615.GEOID18 height accuracy estimate available here.
 DL3615
 DL3615.Click photographs - Photos may exist for this station.
 DL3615
 DL3615;                    North         East    Units  Estimated Accuracy
 DL3615;SPC PRVI     -   257,752.      378,698.      MT  (+/- 10 meters HH2 GPS)
 DL3615
 DL3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1586429532(NAD 83)
 DL3615
 DL3615                          SUPERSEDED SURVEY CONTROL
 DL3615
 DL3615.No superseded survey control is available for this station.
 DL3615
 DL3615_MARKER: DV = VERTICAL CONTROL DISK
 DL3615_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3615_SP_SET: STORM DRAIN
 DL3615_STAMPING: C 1017 2007
 DL3615_MARK LOGO: NGS
 DL3615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3615+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3615
 DL3615  HISTORY     - Date     Condition        Report By
 DL3615  HISTORY     - 20070815 MONUMENTED       NGS
 DL3615  HISTORY     - 20080415 GOOD             NGS
 DL3615
 DL3615                          STATION DESCRIPTION
 DL3615
 DL3615'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3615'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) EAST-NORTHEAST OF CRUZ
 DL3615'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3615'
 DL3615'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3615'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3615'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3615'10.  TURN LEFT AND GO EASTERLY FOR 4.85 MI (7.8 KM) ON HIGHWAY 10 TO
 DL3615'THE STATION ON THEN LEFT.
 DL3615'
 DL3615'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE STORM DRAIN, 33.0 M
 DL3615'(108.3 FT) NORTHEAST FROM THE REEF BAY TRAIL HEAD, 10.8 M (35.4 FT)
 DL3615'WEST FROM THE EAST END OF A GUARDRAIL, 9.8 M (32.2 FT) NORTHEAST AND
 DL3615'ACROSS THE ROAD FROM A UTILITY POLE, 3.6 M (11.8 FT) NORTH FROM THE
 DL3615'CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) SOUTH FROM THE GUARDRAIL AND
 DL3615'0.7 M (2.3 FT) EAST FROM THE CONCRETE END OF THE DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3614 ***********************************************************************
 DL3614  DESIGNATION -  C 1018
 DL3614  PID         -  DL3614
 DL3614  STATE/COUNTY-  VQ/ST JOHN
 DL3614  COUNTRY     -  US
 DL3614  USGS QUAD   -  CORAL BAY (2013)
 DL3614
 DL3614                         *CURRENT SURVEY CONTROL
 DL3614  ______________________________________________________________________
 DL3614* NAD 83(1986) POSITION- 18 20 41.5    (N) 064 44 42.8    (W)   HD_HELD2
 DL3614* VIVD09  ORTHO HEIGHT -   304.443 (meters)      998.83  (feet) ADJUSTED
 DL3614  ______________________________________________________________________
 DL3614  GEOID HEIGHT    -        -42.183 (meters)                     GEOID18
 DL3614  VERT ORDER      -  FIRST     CLASS II
 DL3614
 DL3614.The horizontal coordinates were established by autonomous hand held GPS
 DL3614.observations and have an estimated accuracy of +/- 10 meters.
 DL3614
 DL3614.The orthometric height was determined by differential leveling and
 DL3614.adjusted by the NATIONAL GEODETIC SURVEY
 DL3614.in April 2012.
 DL3614
 DL3614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3614.GEOID18 height accuracy estimate available here.
 DL3614
 DL3614.Click photographs - Photos may exist for this station.
 DL3614
 DL3614;                    North         East    Units  Estimated Accuracy
 DL3614;SPC PRVI     -   257,439.      378,425.      MT  (+/- 10 meters HH2 GPS)
 DL3614
 DL3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1558529224(NAD 83)
 DL3614
 DL3614                          SUPERSEDED SURVEY CONTROL
 DL3614
 DL3614.No superseded survey control is available for this station.
 DL3614
 DL3614_MARKER: DV = VERTICAL CONTROL DISK
 DL3614_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3614_SP_SET: STORM DRAIN
 DL3614_STAMPING: C 1018 2007
 DL3614_MARK LOGO: NGS
 DL3614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3614+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3614
 DL3614  HISTORY     - Date     Condition        Report By
 DL3614  HISTORY     - 20070815 MONUMENTED       NGS
 DL3614  HISTORY     - 20080415 GOOD             NGS
 DL3614
 DL3614                          STATION DESCRIPTION
 DL3614
 DL3614'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3614'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST-NORTHEAST OF CRUZ
 DL3614'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3614'
 DL3614'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3614'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3614'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3614'10.  TURN LEFT AND GO EASTERLY FOR 4.5 MI (7.2 KM) ON HIGHWAY 10 TO
 DL3614'THE STATION ON THE LEFT.
 DL3614'
 DL3614'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE STORM DRAIN, 13.1 M
 DL3614'(43.0 FT) EAST FROM THE SOUTHWEST END OF A GUARDRAIL, 4.4 M (14.4 FT)
 DL3614'SOUTHEAST FROM THE CENTERLINE OF THE HIGHWAY AND 1.8 M (5.9 FT)
 DL3614'SOUTHWEST FROM THE NORTHEAST END OF THE DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3613 ***********************************************************************
 DL3613  DESIGNATION -  C 1019
 DL3613  PID         -  DL3613
 DL3613  STATE/COUNTY-  VQ/ST JOHN
 DL3613  COUNTRY     -  US
 DL3613  USGS QUAD   -  CORAL BAY (2013)
 DL3613
 DL3613                         *CURRENT SURVEY CONTROL
 DL3613  ______________________________________________________________________
 DL3613* NAD 83(1986) POSITION- 18 20 48.9    (N) 064 44 49.7    (W)   HD_HELD2
 DL3613* VIVD09  ORTHO HEIGHT -   285.306 (meters)      936.04  (feet) ADJUSTED
 DL3613  ______________________________________________________________________
 DL3613  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3613  VERT ORDER      -  FIRST     CLASS II
 DL3613
 DL3613.The horizontal coordinates were established by autonomous hand held GPS
 DL3613.observations and have an estimated accuracy of +/- 10 meters.
 DL3613
 DL3613.The orthometric height was determined by differential leveling and
 DL3613.adjusted by the NATIONAL GEODETIC SURVEY
 DL3613.in April 2012.
 DL3613
 DL3613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3613.GEOID18 height accuracy estimate available here.
 DL3613
 DL3613.Click photographs - Photos may exist for this station.
 DL3613
 DL3613;                    North         East    Units  Estimated Accuracy
 DL3613;SPC PRVI     -   257,665.      378,221.      MT  (+/- 10 meters HH2 GPS)
 DL3613
 DL3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1538529453(NAD 83)
 DL3613
 DL3613                          SUPERSEDED SURVEY CONTROL
 DL3613
 DL3613.No superseded survey control is available for this station.
 DL3613
 DL3613_MARKER: DV = VERTICAL CONTROL DISK
 DL3613_SETTING: 66 = SET IN ROCK OUTCROP
 DL3613_STAMPING: C 1019 2007
 DL3613_MARK LOGO: NGS
 DL3613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3613+STABILITY: POSITION/ELEVATION WELL
 DL3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3613+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3613
 DL3613  HISTORY     - Date     Condition        Report By
 DL3613  HISTORY     - 20070815 MONUMENTED       NGS
 DL3613  HISTORY     - 20080415 GOOD             NGS
 DL3613
 DL3613                          STATION DESCRIPTION
 DL3613
 DL3613'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3613'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST-NORTHEAST OF CRUZ
 DL3613'BAY.
 DL3613'
 DL3613'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3613'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3613'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3613'10.  TURN LEFT AND GO EASTERLY FOR 4.2 MI (6.8 KM) ON HIGHWAY 10 TO
 DL3613'THE STATION ON THE LEFT.
 DL3613'
 DL3613'IT IS SET IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP, 73 M (239.5 FT)
 DL3613'EAST FROM A GRAVELED TURNOUT, 4.3 M (14.1 FT) NORTH FROM THE
 DL3613'CENTERLINE OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTHWEST FROM A TREE WITH A
 DL3613'WITNESS PLAQUE AND ABOUT 0.6 M (2.0 FT) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3612 ***********************************************************************
 DL3612  DESIGNATION -  C 1020
 DL3612  PID         -  DL3612
 DL3612  STATE/COUNTY-  VQ/ST JOHN
 DL3612  COUNTRY     -  US
 DL3612  USGS QUAD   -  CRUZ BAY (2013)
 DL3612
 DL3612                         *CURRENT SURVEY CONTROL
 DL3612  ______________________________________________________________________
 DL3612* NAD 83(1986) POSITION- 18 20 39.0    (N) 064 45 06.4    (W)   HD_HELD2
 DL3612* VIVD09  ORTHO HEIGHT -   281.538 (meters)      923.68  (feet) ADJUSTED
 DL3612  ______________________________________________________________________
 DL3612  GEOID HEIGHT    -        -42.180 (meters)                     GEOID18
 DL3612  VERT ORDER      -  FIRST     CLASS II
 DL3612
 DL3612.The horizontal coordinates were established by autonomous hand held GPS
 DL3612.observations and have an estimated accuracy of +/- 10 meters.
 DL3612
 DL3612.The orthometric height was determined by differential leveling and
 DL3612.adjusted by the NATIONAL GEODETIC SURVEY
 DL3612.in April 2012.
 DL3612
 DL3612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3612.GEOID18 height accuracy estimate available here.
 DL3612
 DL3612.Click photographs - Photos may exist for this station.
 DL3612
 DL3612;                    North         East    Units  Estimated Accuracy
 DL3612;SPC PRVI     -   257,356.      377,733.      MT  (+/- 10 meters HH2 GPS)
 DL3612
 DL3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1489229154(NAD 83)
 DL3612
 DL3612                          SUPERSEDED SURVEY CONTROL
 DL3612
 DL3612.No superseded survey control is available for this station.
 DL3612
 DL3612_MARKER: DV = VERTICAL CONTROL DISK
 DL3612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3612_SP_SET: CULVERT HEADWALL
 DL3612_STAMPING: C 1020 2007
 DL3612_MARK LOGO: NGS
 DL3612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3612+STABILITY: SURFACE MOTION
 DL3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3612+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3612
 DL3612  HISTORY     - Date     Condition        Report By
 DL3612  HISTORY     - 20070815 MONUMENTED       NGS
 DL3612  HISTORY     - 20080415 GOOD             NGS
 DL3612
 DL3612                          STATION DESCRIPTION
 DL3612
 DL3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3612'THE STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) EAST-NORTHEAST OF CRUZ
 DL3612'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3612'
 DL3612'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3612'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3612'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3612'10.  TURN LEFT AND GO EASTERLY FOR 3.8 MI (6.1 KM) ON HIGHWAY 10 TO
 DL3612'THE STATION ON THE LEFT.
 DL3612'
 DL3612'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL,
 DL3612'31.8 M (104.3 FT) NORTH-NORTHEAST FROM A UTILITY POLE, 29.3 M (96.1
 DL3612'FT) SOUTHWEST FROM A UTILITY POLE NUMBER 27-001-084, 3.6 M (11.8 FT)
 DL3612'NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY AND 1.6 M (5.2 FT)
 DL3612'NORTHEAST FROM THE SOUTHWEST END OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3610 ***********************************************************************
 DL3610  DESIGNATION -  C 1022
 DL3610  PID         -  DL3610
 DL3610  STATE/COUNTY-  VQ/ST JOHN
 DL3610  COUNTRY     -  US
 DL3610  USGS QUAD   -  CRUZ BAY (2013)
 DL3610
 DL3610                         *CURRENT SURVEY CONTROL
 DL3610  ______________________________________________________________________
 DL3610* NAD 83(1986) POSITION- 18 20 35.7    (N) 064 45 43.6    (W)   HD_HELD2
 DL3610* VIVD09  ORTHO HEIGHT -   200.352 (meters)      657.32  (feet) ADJUSTED
 DL3610  ______________________________________________________________________
 DL3610  GEOID HEIGHT    -        -42.178 (meters)                     GEOID18
 DL3610  VERT ORDER      -  FIRST     CLASS II
 DL3610
 DL3610.The horizontal coordinates were established by autonomous hand held GPS
 DL3610.observations and have an estimated accuracy of +/- 10 meters.
 DL3610
 DL3610.The orthometric height was determined by differential leveling and
 DL3610.adjusted by the NATIONAL GEODETIC SURVEY
 DL3610.in April 2012.
 DL3610
 DL3610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3610.GEOID18 height accuracy estimate available here.
 DL3610
 DL3610.Click photographs - Photos may exist for this station.
 DL3610
 DL3610;                    North         East    Units  Estimated Accuracy
 DL3610;SPC PRVI     -   257,244.      376,642.      MT  (+/- 10 meters HH2 GPS)
 DL3610
 DL3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1379829063(NAD 83)
 DL3610
 DL3610                          SUPERSEDED SURVEY CONTROL
 DL3610
 DL3610.No superseded survey control is available for this station.
 DL3610
 DL3610_MARKER: DV = VERTICAL CONTROL DISK
 DL3610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3610_SP_SET: CULVERT HEADWALL
 DL3610_STAMPING: C 1022 2007
 DL3610_MARK LOGO: NGS
 DL3610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3610+STABILITY: SURFACE MOTION
 DL3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3610+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3610
 DL3610  HISTORY     - Date     Condition        Report By
 DL3610  HISTORY     - 20070815 MONUMENTED       NGS
 DL3610  HISTORY     - 20080415 GOOD             NGS
 DL3610
 DL3610                          STATION DESCRIPTION
 DL3610
 DL3610'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3610'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST-NORTHEAST OF CRUZ
 DL3610'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3610'
 DL3610'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3610'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3610'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3610'10.  TURN LEFT AND GO EASTERLY FOR 3.0 MI (4.8 KM) ON HIGHWAY 10 TO
 DL3610'THE STATION ON THE LEFT.
 DL3610'
 DL3610'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL,
 DL3610'26.0 M (85.3 FT) NORTH FROM A UTILITY POLE NUMBER 27-001 062, 17.5 M
 DL3610'(57.4 FT) SOUTH-SOUTHEAST FROM THE CENTER OF PARK ROAD, 7.5 M (24.6
 DL3610'FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE ABUTMENT, 4.3 M (14.1
 DL3610'FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 1.9 M (6.2 FT)
 DL3610'NORTH-NORTHWEST FROM THE SOUTH END OF THE ABUTMENT AND ABOUT 0.4 M
 DL3610'(1.3 FT) ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3609 ***********************************************************************
 DL3609  DESIGNATION -  C 1023
 DL3609  PID         -  DL3609
 DL3609  STATE/COUNTY-  VQ/ST JOHN
 DL3609  COUNTRY     -  US
 DL3609  USGS QUAD   -  CRUZ BAY (2013)
 DL3609
 DL3609                         *CURRENT SURVEY CONTROL
 DL3609  ______________________________________________________________________
 DL3609* NAD 83(1986) POSITION- 18 20 30.0    (N) 064 46 13.3    (W)   HD_HELD2
 DL3609* VIVD09  ORTHO HEIGHT -   176.891 (meters)      580.35  (feet) ADJUSTED
 DL3609  ______________________________________________________________________
 DL3609  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 DL3609  VERT ORDER      -  FIRST     CLASS II
 DL3609
 DL3609.The horizontal coordinates were established by autonomous hand held GPS
 DL3609.observations and have an estimated accuracy of +/- 10 meters.
 DL3609
 DL3609.The orthometric height was determined by differential leveling and
 DL3609.adjusted by the NATIONAL GEODETIC SURVEY
 DL3609.in April 2012.
 DL3609
 DL3609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3609.GEOID18 height accuracy estimate available here.
 DL3609
 DL3609.Click photographs - Photos may exist for this station.
 DL3609
 DL3609;                    North         East    Units  Estimated Accuracy
 DL3609;SPC PRVI     -   257,061.      375,772.      MT  (+/- 10 meters HH2 GPS)
 DL3609
 DL3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1292528896(NAD 83)
 DL3609
 DL3609                          SUPERSEDED SURVEY CONTROL
 DL3609
 DL3609.No superseded survey control is available for this station.
 DL3609
 DL3609_MARKER: DV = VERTICAL CONTROL DISK
 DL3609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3609_SP_SET: CULVERT HEADWALL
 DL3609_STAMPING: C 1023 2007
 DL3609_MARK LOGO: NGS
 DL3609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3609+STABILITY: SURFACE MOTION
 DL3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3609+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3609
 DL3609  HISTORY     - Date     Condition        Report By
 DL3609  HISTORY     - 20070815 MONUMENTED       NGS
 DL3609  HISTORY     - 20080415 GOOD             NGS
 DL3609
 DL3609                          STATION DESCRIPTION
 DL3609
 DL3609'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3609'THE STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) EAST-NORTHEAST OF CRUZ
 DL3609'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3609'
 DL3609'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3609'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3609'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3609'10.  TURN LEFT AND GO EASTERLY FOR 2.4 MI (3.9 KM) ON HIGHWAY 10 TO
 DL3609'THE STATION ON THE LEFT.
 DL3609'
 DL3609'IT IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL,
 DL3609'11.8 M (38.7 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 DL3609'4.6 M (15.1 FT) WEST-SOUTHWEST FROM THE CENTER OF A DRIVEWAY, 4.5 M
 DL3609'(14.8 FT) NORTHEAST FROM A UTILITY POLE, 1.6 M (5.2 FT) NORTHEAST FROM
 DL3609'THE WEST-SOUTHWEST END OF THE HEADWALL AND 1.5 M (4.9 FT) SOUTH FROM
 DL3609'THE NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3607 ***********************************************************************
 DL3607  DESIGNATION -  C 1024
 DL3607  PID         -  DL3607
 DL3607  STATE/COUNTY-  VQ/ST JOHN
 DL3607  COUNTRY     -  US
 DL3607  USGS QUAD   -  CRUZ BAY (2013)
 DL3607
 DL3607                         *CURRENT SURVEY CONTROL
 DL3607  ______________________________________________________________________
 DL3607* NAD 83(1986) POSITION- 18 20 21.9    (N) 064 46 38.9    (W)   HD_HELD2
 DL3607* VIVD09  ORTHO HEIGHT -   177.366 (meters)      581.91  (feet) ADJUSTED
 DL3607  ______________________________________________________________________
 DL3607  GEOID HEIGHT    -        -42.180 (meters)                     GEOID18
 DL3607  VERT ORDER      -  FIRST     CLASS II
 DL3607
 DL3607.The horizontal coordinates were established by autonomous hand held GPS
 DL3607.observations and have an estimated accuracy of +/- 10 meters.
 DL3607
 DL3607.The orthometric height was determined by differential leveling and
 DL3607.adjusted by the NATIONAL GEODETIC SURVEY
 DL3607.in April 2012.
 DL3607
 DL3607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3607.GEOID18 height accuracy estimate available here.
 DL3607
 DL3607.Click photographs - Photos may exist for this station.
 DL3607
 DL3607;                    North         East    Units  Estimated Accuracy
 DL3607;SPC PRVI     -   256,805.      375,022.      MT  (+/- 10 meters HH2 GPS)
 DL3607
 DL3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1217128654(NAD 83)
 DL3607
 DL3607                          SUPERSEDED SURVEY CONTROL
 DL3607
 DL3607.No superseded survey control is available for this station.
 DL3607
 DL3607_MARKER: DV = VERTICAL CONTROL DISK
 DL3607_SETTING: 66 = SET IN ROCK OUTCROP
 DL3607_STAMPING: C 1024 2007
 DL3607_MARK LOGO: NGS
 DL3607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3607+STABILITY: POSITION/ELEVATION WELL
 DL3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3607+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3607
 DL3607  HISTORY     - Date     Condition        Report By
 DL3607  HISTORY     - 20070815 MONUMENTED       NGS
 DL3607  HISTORY     - 20080415 GOOD             NGS
 DL3607
 DL3607                          STATION DESCRIPTION
 DL3607
 DL3607'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3607'THE STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) EAST-NORTHEAST OF CRUZ
 DL3607'BAY.
 DL3607'
 DL3607'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3607'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, TURN RIGHT AND GO
 DL3607'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3607'10.  TURN LEFT AND GO EASTERLY FOR 1.7 M (5.6 FT) ON HIGHWAY 10 TO THE
 DL3607'STATION ON THE LEFT.
 DL3607'
 DL3607'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP, 23.5
 DL3607'M (77.1 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM A UTILITY POLE
 DL3607'NUMBER 22-001 023, 16.9 M (55.4 FT) WEST-NORTHWEST FROM THE NORTH END
 DL3607'OF A CONCRETE PIPE UNDER THE HIGHWAY, 5.6 M (18.4 FT) NORTH FROM THE
 DL3607'CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) EAST FROM A UTILITY POLE
 DL3607'NUMBER 22-011 022 AND 3.7 M (12.1 FT) WEST FROM A TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3606 ***********************************************************************
 DL3606  DESIGNATION -  C 1025
 DL3606  PID         -  DL3606
 DL3606  STATE/COUNTY-  VQ/ST JOHN
 DL3606  COUNTRY     -  US
 DL3606  USGS QUAD   -  CRUZ BAY (2013)
 DL3606
 DL3606                         *CURRENT SURVEY CONTROL
 DL3606  ______________________________________________________________________
 DL3606* NAD 83(1986) POSITION- 18 20 09.6    (N) 064 46 44.0    (W)   HD_HELD2
 DL3606* VIVD09  ORTHO HEIGHT -   177.528 (meters)      582.44  (feet) ADJUSTED
 DL3606  ______________________________________________________________________
 DL3606  GEOID HEIGHT    -        -42.177 (meters)                     GEOID18
 DL3606  VERT ORDER      -  FIRST     CLASS II
 DL3606
 DL3606.The horizontal coordinates were established by autonomous hand held GPS
 DL3606.observations and have an estimated accuracy of +/- 10 meters.
 DL3606
 DL3606.The orthometric height was determined by differential leveling and
 DL3606.adjusted by the NATIONAL GEODETIC SURVEY
 DL3606.in April 2012.
 DL3606
 DL3606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3606.GEOID18 height accuracy estimate available here.
 DL3606
 DL3606.Click photographs - Photos may exist for this station.
 DL3606
 DL3606;                    North         East    Units  Estimated Accuracy
 DL3606;SPC PRVI     -   256,426.      374,876.      MT  (+/- 10 meters HH2 GPS)
 DL3606
 DL3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1201728278(NAD 83)
 DL3606
 DL3606                          SUPERSEDED SURVEY CONTROL
 DL3606
 DL3606.No superseded survey control is available for this station.
 DL3606
 DL3606_MARKER: DV = VERTICAL CONTROL DISK
 DL3606_SETTING: 66 = SET IN ROCK OUTCROP
 DL3606_STAMPING: C 1025 2007
 DL3606_MARK LOGO: NGS
 DL3606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3606+STABILITY: POSITION/ELEVATION WELL
 DL3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3606+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3606
 DL3606  HISTORY     - Date     Condition        Report By
 DL3606  HISTORY     - 20070815 MONUMENTED       NGS
 DL3606  HISTORY     - 20080415 GOOD             NGS
 DL3606
 DL3606                          STATION DESCRIPTION
 DL3606
 DL3606'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3606'THE STATION IS LOCATED 1.2 MI (1.9 KM) EAST-NORTHEAST OF CRUZ BAY.
 DL3606'
 DL3606'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3606'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3606'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3606'10.  TURN LEFT AND GO EASTERLY FOR 1.3 MI (2.1 KM) ON HIGHWAY 10 TO
 DL3606'THE STATION ON THE LEFT.
 DL3606'
 DL3606'IT IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP, 13.6 M (44.6
 DL3606'FT) NORTH AND ACROSS THE ROAD FROM THE WEST END OF A CULVERT HEADWALL,
 DL3606'6.9 M (22.6 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY AND
 DL3606'2.1 M (6.9 FT) WEST FROM A UTILITY POLE NUMBER 22-001 012 WITH A
 DL3606'WITNESS PLAQUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3605 ***********************************************************************
 DL3605  DESIGNATION -  C 1026
 DL3605  PID         -  DL3605
 DL3605  STATE/COUNTY-  VQ/ST JOHN
 DL3605  COUNTRY     -  US
 DL3605  USGS QUAD   -  CRUZ BAY (2013)
 DL3605
 DL3605                         *CURRENT SURVEY CONTROL
 DL3605  ______________________________________________________________________
 DL3605* NAD 83(1986) POSITION- 18 20 06.0    (N) 064 46 52.7    (W)   HD_HELD2
 DL3605* VIVD09  ORTHO HEIGHT -   137.144 (meters)      449.95  (feet) ADJUSTED
 DL3605  ______________________________________________________________________
 DL3605  GEOID HEIGHT    -        -42.178 (meters)                     GEOID18
 DL3605  VERT ORDER      -  FIRST     CLASS II
 DL3605
 DL3605.The horizontal coordinates were established by autonomous hand held GPS
 DL3605.observations and have an estimated accuracy of +/- 10 meters.
 DL3605
 DL3605.The orthometric height was determined by differential leveling and
 DL3605.adjusted by the NATIONAL GEODETIC SURVEY
 DL3605.in April 2012.
 DL3605
 DL3605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3605.GEOID18 height accuracy estimate available here.
 DL3605
 DL3605.Click photographs - Photos may exist for this station.
 DL3605
 DL3605;                    North         East    Units  Estimated Accuracy
 DL3605;SPC PRVI     -   256,313.      374,621.      MT  (+/- 10 meters HH2 GPS)
 DL3605
 DL3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1176128169(NAD 83)
 DL3605
 DL3605                          SUPERSEDED SURVEY CONTROL
 DL3605
 DL3605.No superseded survey control is available for this station.
 DL3605
 DL3605_MARKER: DV = VERTICAL CONTROL DISK
 DL3605_SETTING: 66 = SET IN ROCK OUTCROP
 DL3605_STAMPING: C 1026 2007
 DL3605_MARK LOGO: NGS
 DL3605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3605+STABILITY: POSITION/ELEVATION WELL
 DL3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3605+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3605
 DL3605  HISTORY     - Date     Condition        Report By
 DL3605  HISTORY     - 20070815 MONUMENTED       NGS
 DL3605  HISTORY     - 20080415 GOOD             NGS
 DL3605
 DL3605                          STATION DESCRIPTION
 DL3605
 DL3605'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3605'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST-NORTHEAST OF CRUZ
 DL3605'BAY, AT A HIGHWAY SWITCHBACK.
 DL3605'
 DL3605'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3605'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3605'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3605'10.  TURN LEFT AND GO EASTERLY FOR 1.1 MI (1.8 KM) ON HIGHWAY 10 TO A
 DL3605'SHARP TURN AND THE STATION ON LEFT.
 DL3605'
 DL3605'IT IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP, 15.2 M (49.9
 DL3605'FT) EAST-SOUTHEAST FROM A UTILITY POLE, 11.2 M (36.7 FT)
 DL3605'EAST-SOUTHEAST FROM THE CENTER OF A ROAD, 6.3 M (20.7 FT) NORTHEAST
 DL3605'FROM THE CENTERLINE OF THE HIGHWAY AND 5.6 M (18.4 FT) SOUTH-SOUTHEAST
 DL3605'FROM THE SOUTHWEST CORNER OF MAILBOXES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3604 ***********************************************************************
 DL3604  DESIGNATION -  C 1027
 DL3604  PID         -  DL3604
 DL3604  STATE/COUNTY-  VQ/ST JOHN
 DL3604  COUNTRY     -  US
 DL3604  USGS QUAD   -  CRUZ BAY (2013)
 DL3604
 DL3604                         *CURRENT SURVEY CONTROL
 DL3604  ______________________________________________________________________
 DL3604* NAD 83(1986) POSITION- 18 19 54.9    (N) 064 46 58.8    (W)   HD_HELD2
 DL3604* VIVD09  ORTHO HEIGHT -    95.018 (meters)      311.74  (feet) ADJUSTED
 DL3604  ______________________________________________________________________
 DL3604  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 DL3604  VERT ORDER      -  FIRST     CLASS II
 DL3604
 DL3604.The horizontal coordinates were established by autonomous hand held GPS
 DL3604.observations and have an estimated accuracy of +/- 10 meters.
 DL3604
 DL3604.The orthometric height was determined by differential leveling and
 DL3604.adjusted by the NATIONAL GEODETIC SURVEY
 DL3604.in April 2012.
 DL3604
 DL3604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3604.GEOID18 height accuracy estimate available here.
 DL3604
 DL3604.Click photographs - Photos may exist for this station.
 DL3604
 DL3604;                    North         East    Units  Estimated Accuracy
 DL3604;SPC PRVI     -   255,970.      374,445.      MT  (+/- 10 meters HH2 GPS)
 DL3604
 DL3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1157827830(NAD 83)
 DL3604
 DL3604                          SUPERSEDED SURVEY CONTROL
 DL3604
 DL3604.No superseded survey control is available for this station.
 DL3604
 DL3604_MARKER: DV = VERTICAL CONTROL DISK
 DL3604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL3604_SP_SET: RETAINING WALL
 DL3604_STAMPING: C 1027 2007
 DL3604_MARK LOGO: NGS
 DL3604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3604+STABILITY: SURFACE MOTION
 DL3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3604+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3604
 DL3604  HISTORY     - Date     Condition        Report By
 DL3604  HISTORY     - 20070815 MONUMENTED       NGS
 DL3604  HISTORY     - 20080415 GOOD             NGS
 DL3604
 DL3604                          STATION DESCRIPTION
 DL3604
 DL3604'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3604'THE STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) EAST-NORTHEAST OF CRUZ
 DL3604'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3604'
 DL3604'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3604'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3604'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3604'10.  TURN LEFT AND GO EASTERLY FOR 0.8 MI (1.3 KM) ON HIGHWAY 10 TO
 DL3604'THE STATION ON THE RIGHT.
 DL3604'
 DL3604'IT IS IN THE TOP OF A RETAINING WALL, 7.5 M (24.6 FT) SOUTH FROM THE
 DL3604'CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) EAST FROM THE CENTER OF A
 DL3604'DRIVEWAY, 2.8 M (9.2 FT) EAST FROM A UTILITY POLE AND 2.4 M (7.9 FT)
 DL3604'WEST FROM A UTILITY POLE NUMBER 22-045-11.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3611 ***********************************************************************
 DL3611  DESIGNATION -  C 2021
 DL3611  PID         -  DL3611
 DL3611  STATE/COUNTY-  VQ/ST JOHN
 DL3611  COUNTRY     -  US
 DL3611  USGS QUAD   -  CRUZ BAY (2013)
 DL3611
 DL3611                         *CURRENT SURVEY CONTROL
 DL3611  ______________________________________________________________________
 DL3611* NAD 83(1986) POSITION- 18 20 37.0    (N) 064 45 22.1    (W)   HD_HELD2
 DL3611* VIVD09  ORTHO HEIGHT -   271.535 (meters)      890.86  (feet) ADJUSTED
 DL3611  ______________________________________________________________________
 DL3611  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 DL3611  VERT ORDER      -  FIRST     CLASS II
 DL3611
 DL3611.The horizontal coordinates were established by autonomous hand held GPS
 DL3611.observations and have an estimated accuracy of +/- 10 meters.
 DL3611
 DL3611.The orthometric height was determined by differential leveling and
 DL3611.adjusted by the NATIONAL GEODETIC SURVEY
 DL3611.in April 2012.
 DL3611
 DL3611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3611.GEOID18 height accuracy estimate available here.
 DL3611
 DL3611.Click photographs - Photos may exist for this station.
 DL3611
 DL3611;                    North         East    Units  Estimated Accuracy
 DL3611;SPC PRVI     -   257,290.      377,273.      MT  (+/- 10 meters HH2 GPS)
 DL3611
 DL3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1443029097(NAD 83)
 DL3611
 DL3611                          SUPERSEDED SURVEY CONTROL
 DL3611
 DL3611.No superseded survey control is available for this station.
 DL3611
 DL3611_MARKER: DV = VERTICAL CONTROL DISK
 DL3611_SETTING: 66 = SET IN ROCK OUTCROP
 DL3611_STAMPING: C 2021 2007
 DL3611_MARK LOGO: NGS
 DL3611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3611+STABILITY: POSITION/ELEVATION WELL
 DL3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3611+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3611
 DL3611  HISTORY     - Date     Condition        Report By
 DL3611  HISTORY     - 20070815 MONUMENTED       NGS
 DL3611  HISTORY     - 20080415 GOOD             NGS
 DL3611
 DL3611                          STATION DESCRIPTION
 DL3611
 DL3611'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3611'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) EAST-NORTHEAST OF CRUZ
 DL3611'BAY.
 DL3611'
 DL3611'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3611'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3611'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3611'10.  TURN LEFT AND GO EASTERLY FOR 3.4 MI (5.5 KM) ON HIGHWAY 10 TO
 DL3611'THE STATION ON THE LEFT.
 DL3611'
 DL3611'IT IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP, 32.5 M (106.6
 DL3611'FT) WEST FROM THE CENTER OF A DRIVEWAY AT 6935 CENTERLINE ROAD, 24.4 M
 DL3611'(80.1 FT) EAST-NORTHEAST FROM A HIGHWAY MILEPOST 3.5, 12.5 M (41.0 FT)
 DL3611'EAST FROM A UTILITY POLE NUMBER 27-011-073, 5.1 M (16.7 FT) NORTH FROM
 DL3611'THE CENTERLINE OF THE ROAD AND ABOUT 0.4 M (1.3 FT) HIGHER THAN THE
 DL3611'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0490 ***********************************************************************
 TV0490  DESIGNATION -  CAB 1918
 TV0490  PID         -  TV0490
 TV0490  STATE/COUNTY-  VQ/ST THOMAS
 TV0490  COUNTRY     -  US
 TV0490  USGS QUAD   -  CRUZ BAY (2013)
 TV0490
 TV0490                         *CURRENT SURVEY CONTROL
 TV0490  ______________________________________________________________________
 TV0490* NAD 83(1997) POSITION- 18 19 29.88036(N) 064 49 54.33570(W)   ADJUSTED
 TV0490* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0490  ______________________________________________________________________
 TV0490  GEOID HEIGHT    -        -42.189 (meters)                     GEOID18
 TV0490  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 TV0490  HORZ ORDER      -  THIRD
 TV0490
 TV0490.The horizontal coordinates were established by classical geodetic methods
 TV0490.and adjusted by the National Geodetic Survey in May 1997.
 TV0490
 TV0490.The orthometric height was scaled from a topographic map.
 TV0490
 TV0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0490.GEOID18 height accuracy estimate available here.
 TV0490
 TV0490.Click photographs - Photos may exist for this station.
 TV0490
 TV0490.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0490
 TV0490. The following values were computed from the NAD 83(1997) position.
 TV0490
 TV0490;                    North         East     Units Scale Factor Converg.
 TV0490;SPC PRVI     -   255,155.012   369,298.239   MT  0.99999521   +0 30 04.0
 TV0490;UTM  20      - 2,027,112.358   306,416.753   MT  1.00006331   -0 34 33.9
 TV0490
 TV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0641627112(NAD 83)
 TV0490
 TV0490                          SUPERSEDED SURVEY CONTROL
 TV0490
 TV0490  NAD 83(1993)-  18 19 29.88093(N)    064 49 54.33897(W) AD(       ) 3
 TV0490  NAD 83(1986)-  18 19 29.84780(N)    064 49 54.30251(W) AD(       ) 3
 TV0490  PR          -  18 19 37.01150(N)    064 49 55.79922(W) AD(       ) 3
 TV0490
 TV0490.Superseded values are not recommended for survey control.
 TV0490
 TV0490.NGS no longer adjusts projects to the PR datum.
 TV0490.See file dsdata.pdf to determine how the superseded data were derived.
 TV0490
 TV0490_MARKER: Z = SEE DESCRIPTION
 TV0490_SETTING: 0 = UNSPECIFIED SETTING
 TV0490
 TV0490  HISTORY     - Date     Condition        Report By
 TV0490  HISTORY     - 1918     MONUMENTED       CGS
 TV0490  HISTORY     - 1973     GOOD             NGS
 TV0490  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0490
 TV0490                          STATION DESCRIPTION
 TV0490
 TV0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0490'THE STATION IS SITUATED ON THE INNERMOST OF THE FLAT-TOPPED
 TV0490'ROCKS OFF CABRITE POINT.  THIS ROCK IS SEPARATED FROM THE MAIN
 TV0490'POINT BY A SHALLOW STRIP OF WATER ABOUT 5 METERS WIDE.
 TV0490'
 TV0490'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A CRACK
 TV0490'AND DEPRESSION OF THE ROCK.
 TV0490'
 TV0490'PROJECTING CLIFF OF THE POINT IS 11.0 METERS DISTANT FROM THE
 TV0490'STATION.
 TV0490'
 TV0490'FRENCHMANS CAP IS S 15 DEG W, E. TAN. ST. JAMES IS S 33 DEG E,
 TV0490'HIGH PEAK ON THATCH CAY IS N 26 DEG W.
 TV0490
 TV0490                          STATION RECOVERY (1973)
 TV0490
 TV0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0490'STATION RECOVERED AS DESCRIBED.
 TV0490
 TV0490                          STATION RECOVERY (1975)
 TV0490
 TV0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0490'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0490'ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1539 ***********************************************************************
 TV1539  DESIGNATION -  CADASTRAL 97
 TV1539  PID         -  TV1539
 TV1539  STATE/COUNTY-  VQ/ST THOMAS
 TV1539  COUNTRY     -  US
 TV1539  USGS QUAD   -  CRUZ BAY (2013)
 TV1539
 TV1539                         *CURRENT SURVEY CONTROL
 TV1539  ______________________________________________________________________
 TV1539* NAD 83(2011) POSITION- 18 19 42.38053(N) 064 51 32.92556(W)   ADJUSTED
 TV1539* NAD 83(2011) ELLIP HT-   126.363 (meters)        (06/27/12)   ADJUSTED
 TV1539* NAD 83(2011) EPOCH   -  2010.00
 TV1539* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1539  ______________________________________________________________________
 TV1539  GEOID HEIGHT    -        -42.177 (meters)                     GEOID18
 TV1539  NAD 83(2011) X  -  2,573,157.109 (meters)                     COMP
 TV1539  NAD 83(2011) Y  - -5,482,921.523 (meters)                     COMP
 TV1539  NAD 83(2011) Z  -  1,992,964.991 (meters)                     COMP
 TV1539  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 TV1539
 TV1539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1539  Standards:
 TV1539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1539  -------------------------------------------------------------------
 TV1539  NETWORK    3.16   7.88           1.13   1.42   4.02      0.02768450
 TV1539  -------------------------------------------------------------------
 TV1539  Click here for local accuracies and other accuracy information.
 TV1539
 TV1539.The horizontal coordinates were established by GPS observations
 TV1539.and adjusted by the National Geodetic Survey in June 2012.
 TV1539
 TV1539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1539.been affixed to the stable North American tectonic plate. See 
 TV1539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1539
 TV1539.The horizontal coordinates are valid at the epoch date displayed above
 TV1539.which is a decimal equivalence of Year/Month/Day.
 TV1539
 TV1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1539
 TV1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1539.GEOID18 height accuracy estimate available here.
 TV1539
 TV1539.Click photographs - Photos may exist for this station.
 TV1539
 TV1539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1539
 TV1539.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1539
 TV1539.The ellipsoidal height was determined by GPS observations
 TV1539.and is referenced to NAD 83.
 TV1539
 TV1539. The following values were computed from the NAD 83(2011) position.
 TV1539
 TV1539;                    North         East     Units Scale Factor Converg.
 TV1539;SPC PRVI     -   255,514.218   366,400.096   MT  0.99999531   +0 29 33.2
 TV1539;UTM  20      - 2,027,526.021   303,525.659   MT  1.00007725   -0 35 05.4
 TV1539
 TV1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1539!SPC PRVI     -   0.99998013  x   0.99999531  =   0.99997545
 TV1539!UTM  20      -   0.99998013  x   1.00007725  =   1.00005738
 TV1539
 TV1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0352527526(NAD 83)
 TV1539
 TV1539                          SUPERSEDED SURVEY CONTROL
 TV1539
 TV1539  NAD 83(2007)-  18 19 42.37949(N)    064 51 32.93057(W) AD(2002.00) 0
 TV1539  ELLIP H (02/10/07)  126.350  (m)                       GP(2002.00)    
 TV1539  NAD 83(1997)-  18 19 42.37832(N)    064 51 32.93636(W) AD(       ) 2
 TV1539  ELLIP H (05/22/97)  126.305  (m)                       GP(       ) 4 1
 TV1539  NAD 83(1993)-  18 19 42.37652(N)    064 51 32.94631(W) AD(       ) 2
 TV1539  ELLIP H (07/06/94)  126.453  (m)                       GP(       ) 4 1
 TV1539  LMSL    (07/06/94)  168.8    (m)  GEOID93  model used  GPS OBS        
 TV1539
 TV1539.Superseded values are not recommended for survey control.
 TV1539
 TV1539.NGS no longer adjusts projects to the PR datum.
 TV1539.See file dsdata.pdf to determine how the superseded data were derived.
 TV1539
 TV1539_MARKER: DS = TRIANGULATION STATION DISK
 TV1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TV1539_SP_SET: IN THE TOP OF A CONCRETE BUNKE
 TV1539_STAMPING: 97
 TV1539_MARK LOGO: VICS
 TV1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1539+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 TV1539
 TV1539  HISTORY     - Date     Condition        Report By
 TV1539  HISTORY     - 1993     MONUMENTED       NOS
 TV1539  HISTORY     - 20040608 GOOD             COMPA
 TV1539
 TV1539                          STATION DESCRIPTION
 TV1539
 TV1539'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1539'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1539'NEAR THE EASTERN END OF THE ISLAND IN THE RED HOOK DISTRICT AT THE
 TV1539'TOP OF BENNER HILL ON THE GROUNDS OF THE BENNER ESTATE.  TO REACH
 TV1539'FROM CHARLOTTE AMALIE GO EAST ON HWY 30 PAST HAVENSIGHT, FRENCHMANS
 TV1539'BAY, BOLONGO BAY AND BOVONI TO A T INTERSECTION IN THE VILLAGE OF
 TV1539'NADIR.  AT THIS POINT TURN RIGHT ON HIGHWAY 32 AND PROCEED ABOUT 1.4
 TV1539'MI (2.3 KM) TO A CROSS ROADS AND A TRAFFIC LIGHT IN THE VILLAGE OF
 TV1539'BENNER, TURN LEFT AND GO NORTH FOR 0.6 MI (1.0 KM) TO A POINT WHERE
 TV1539'THE MAIN ROAD MAKES A ZIG-ZAG RIGHT AND A CONTINUING DIRT ROAD TO THE
 TV1539'RIGHT, TAKE THE DIRT ROAD TO A GATE, PASS THROUGH THE GATE AND FOLLOW
 TV1539'THE DIM GRAVEL AND DIRT ROAD TO THE TOP OF THE HILL AND A CONCRETE
 TV1539'BUNKER ABOUT 20 FT (6.1 M) HIGH WITH THE STATION IN THE TOP CENTER OF
 TV1539'THE HIGHEST PART OF THE BUNKER.  THE STATION MARK IS A BRONZE DISK
 TV1539'WITH A TRIANGLE ENCLOSED CENTERPUNCH EMBOSSED WITH THE LETTERS
 TV1539'CADASTRAL SURVEY NO.  THE DESIGNATION OF THE STATION IS 97.  THIS
 TV1539'STATION WAS KNOWN TO HAVE BEEN OCCUPIED DURING THE 1982 JOINT NOS,
 TV1539'NGS, DMA DOPPLER SATELLITE SURVEY OF PUERTO RICO AND THE VIRGIN
 TV1539'ISLANDS BUT NO DESCRIPTION OF THE STATION WAS AVAILABLE IN THE
 TV1539'NGSIDB.
 TV1539
 TV1539                          STATION RECOVERY (2004)
 TV1539
 TV1539'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 TV1539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0199 ***********************************************************************
 TV0199  DESIGNATION -  CALEDONIA
 TV0199  PID         -  TV0199
 TV0199  STATE/COUNTY-  VQ/ST CROIX
 TV0199  COUNTRY     -  US
 TV0199  USGS QUAD   -  BARON BLUFF (2013)
 TV0199
 TV0199                         *CURRENT SURVEY CONTROL
 TV0199  ______________________________________________________________________
 TV0199* NAD 83(1997) POSITION- 17 45 46.75144(N) 064 51 48.65045(W)   ADJUSTED
 TV0199* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0199  ______________________________________________________________________
 TV0199  GEOID HEIGHT    -        -42.212 (meters)                     GEOID18
 TV0199  LAPLACE CORR    -          4.27  (seconds)                    DEFLEC18
 TV0199  HORZ ORDER      -  THIRD
 TV0199
 TV0199.The horizontal coordinates were established by classical geodetic methods
 TV0199.and adjusted by the National Geodetic Survey in May 1997.
 TV0199
 TV0199.The orthometric height was scaled from a topographic map.
 TV0199
 TV0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0199.GEOID18 height accuracy estimate available here.
 TV0199
 TV0199.Click photographs - Photos may exist for this station.
 TV0199
 TV0199.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0199
 TV0199. The following values were computed from the NAD 83(1997) position.
 TV0199
 TV0199;                    North         East     Units Scale Factor Converg.
 TV0199;SPC PRVI     -   192,927.543   366,474.897   MT  1.00002741   +0 29 28.2
 TV0199;UTM  20      - 1,964,944.041   302,433.112   MT  1.00008261   -0 34 07.3
 TV0199
 TV0199:                Primary Azimuth Mark                     Grid Az
 TV0199:SPC PRVI     -  MT EAGLE                                 091 38 39.9
 TV0199:UTM  20      -  MT EAGLE                                 092 42 15.4
 TV0199
 TV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0243364944(NAD 83)
 TV0199
 TV0199|---------------------------------------------------------------------|
 TV0199| PID    Reference Object                     Distance      Geod. Az  |
 TV0199|                                                           dddmmss.s |
 TV0199| TV0191 CANE BAY MILL                       APPROX. 5.5 KM 0810421.1 |
 TV0199| TV0192 NORTH STAR MILL                     APPROX. 4.9 KM 0835036.7 |
 TV0199| TV0193 PROSPERITY MILL                     APPROX. 3.9 KM 0890248.8 |
 TV0199| TV0194 WELLS                               APPROX. 3.1 KM 0913434.2 |
 TV0199| TV0190 MT EAGLE                            APPROX. 5.5 KM 0920808.1 |
 TV0199| TV0195 BODKIN MILL                         APPROX. 3.0 KM 1161606.1 |
 TV0199| TV0197 ANNALLY CHIMNEY                     APPROX. 1.8 KM 1444426.9 |
 TV0199| TV0198 SPRING GARDEN MILL                  APPROX. 0.7 KM 1655148.7 |
 TV0199| TV0201 MT VICTORY MILL                     APPROX. 1.4 KM 2001538.1 |
 TV0199| CE4582 CALEDONIA RM 1                                     20543     |
 TV0199| TV0204 NICHOLAS MILL                       APPROX. 1.5 KM 2184939.5 |
 TV0199| CE4583 CALEDONIA RM 2                                     27617     |
 TV0199| TV0200 SCRATCH                             319.287 METERS 28839     |
 TV0199|---------------------------------------------------------------------|
 TV0199
 TV0199                          SUPERSEDED SURVEY CONTROL
 TV0199
 TV0199  NAD 83(1993)-  17 45 46.74953(N)    064 51 48.65959(W) AD(       ) 3
 TV0199  NAD 83(1986)-  17 45 46.73379(N)    064 51 48.64087(W) AD(       ) 3
 TV0199  PR          -  17 45 53.83167(N)    064 51 50.11406(W) AD(       ) 3
 TV0199
 TV0199.Superseded values are not recommended for survey control.
 TV0199
 TV0199.NGS no longer adjusts projects to the PR datum.
 TV0199.See file dsdata.pdf to determine how the superseded data were derived.
 TV0199
 TV0199_MARKER: Z = SEE DESCRIPTION
 TV0199_SETTING: 0 = UNSPECIFIED SETTING
 TV0199
 TV0199  HISTORY     - Date     Condition        Report By
 TV0199  HISTORY     - 1919     MONUMENTED       CGS
 TV0199  HISTORY     - 1967     GOOD             CGS
 TV0199
 TV0199                          STATION DESCRIPTION
 TV0199
 TV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0199'ON HARRIS PEAK, THE HIGHEST HILL OF THE NW END OF ST. CROIX.  IT
 TV0199'IS SITUATED ON SPRING GARDEN ESTATE.  THE ESTATE HOUSE LIES TO
 TV0199'THE SW BUT IS HIDDEN FROM VIEW BY A RIDGE.
 TV0199'
 TV0199'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN DRILL HOLE,
 TV0199'OF THE NORTHERN OF A GROUP OF ROCKS LYING ON THE SW PART OF
 TV0199'THE HILLTOP.
 TV0199'
 TV0199'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED IN
 TV0199'A DRILL HOLE IN A LARGE ROCK LYING ON S EDGE OF THE HILLTOP AND ON
 TV0199'THE W SIDE OF THE BASE OF THE LARGE TAMARIND TREE.
 TV0199'
 TV0199'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE DISK CEMENTED IN
 TV0199'A DRILL HOLE IN A DEPRESSION OF ROCK OUTCROPPING ON THE WESTERN
 TV0199'BREAK OF THE HILLTOP.
 TV0199
 TV0199                          STATION RECOVERY (1967)
 TV0199
 TV0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0199'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.
 TV0199'
 TV0199'STATION LIES ON THE HIGHEST PART OF HILL ON NW END OF ST. CROIX.
 TV0199'SPRING GARDEN ESTATE HOUSE COULD NOT BE FOUND.  STATION IS MARKED
 TV0199'BY A STANDARD BRASS DISK CEMENTED IN DRILL HOLE, IN THE
 TV0199'NORTHERNMOST ROCK OF A GROUP OF ROCKS LYING ON SW PART OF HILL
 TV0199'TOP.  TAMARIND TREE APPROXIMATELY 7 METER S.W. OF STATION.
 TV0199'
 TV0199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 TV0199'OF FREDERIKSTED, ST. CROIX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0468 ***********************************************************************
 TV0468  DESIGNATION -  CAMEL
 TV0468  PID         -  TV0468
 TV0468  STATE/COUNTY-  VQ/ST JOHN
 TV0468  COUNTRY     -  US
 TV0468  USGS QUAD   -  CRUZ BAY (2013)
 TV0468
 TV0468                         *CURRENT SURVEY CONTROL
 TV0468  ______________________________________________________________________
 TV0468* NAD 83(1997) POSITION- 18 20 13.11623(N) 064 45 12.26854(W)   ADJUSTED
 TV0468* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0468  ______________________________________________________________________
 TV0468  GEOID HEIGHT    -        -42.175 (meters)                     GEOID18
 TV0468  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 TV0468  HORZ ORDER      -  THIRD
 TV0468
 TV0468.The horizontal coordinates were established by classical geodetic methods
 TV0468.and adjusted by the National Geodetic Survey in May 1997.
 TV0468
 TV0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0468
 TV0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0468.GEOID18 height accuracy estimate available here.
 TV0468
 TV0468.Click photographs - Photos may exist for this station.
 TV0468
 TV0468.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0468
 TV0468. The following values were computed from the NAD 83(1997) position.
 TV0468
 TV0468;                    North         East     Units Scale Factor Converg.
 TV0468;SPC PRVI     -   256,558.473   377,568.206   MT  0.99999557   +0 31 32.3
 TV0468;UTM  20      - 2,028,360.143   314,712.047   MT  1.00002445   -0 33 06.4
 TV0468
 TV0468:                Primary Azimuth Mark                     Grid Az
 TV0468:SPC PRVI     -  MARMIE                                   050 14 39.9
 TV0468:UTM  20      -  MARMIE                                   051 19 18.6
 TV0468
 TV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1471228360(NAD 83)
 TV0468
 TV0468|---------------------------------------------------------------------|
 TV0468| PID    Reference Object                     Distance      Geod. Az  |
 TV0468|                                                           dddmmss.s |
 TV0468| CE4584 CAMEL RM 1                                         00304     |
 TV0468| TV0458 MARMIE                              APPROX. 1.9 KM 0504612.2 |
 TV0468| CE4585 CAMEL RM 2                                         24056     |
 TV0468|---------------------------------------------------------------------|
 TV0468
 TV0468                          SUPERSEDED SURVEY CONTROL
 TV0468
 TV0468  NAD 83(1993)-  18 20 13.11832(N)    064 45 12.26929(W) AD(       ) 3
 TV0468  NAD 83(1986)-  18 20 13.08342(N)    064 45 12.23487(W) AD(       ) 3
 TV0468  PR          -  18 20 20.24732(N)    064 45 13.74101(W) AD(       ) 3
 TV0468  LMSL    (07/19/86)  364.7    (m)         1197.     (f) VERT ANG       
 TV0468
 TV0468.Superseded values are not recommended for survey control.
 TV0468
 TV0468.NGS no longer adjusts projects to the PR datum.
 TV0468.See file dsdata.pdf to determine how the superseded data were derived.
 TV0468
 TV0468
 TV0468  HISTORY     - Date     Condition        Report By
 TV0468  HISTORY     - 1918     MONUMENTED       CGS
 TV0468  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0468  HISTORY     - 1946     SEE DESCRIPTION  IAGS
 TV0468
 TV0468                          STATION DESCRIPTION
 TV0468
 TV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0468'STATION IS ON THE HIGHEST HILL IN THE MIDDLE WESTERN PORTION OF
 TV0468'ST. JOHN.  THE HILL IS KNOWN AS CAMELBERG PEAK.
 TV0468'
 TV0468'MARKED BY A COPPER BOLT IN A LARGE ROCK ON THE SOUTHERN PORTION OF
 TV0468'THE HILL.  THIS WAS AN OLD DANISH STATION.
 TV0468'
 TV0468'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN ROCK TO
 TV0468'THE NORTHWARD.  IT BEARS N 3 DEG 04 MIN E (TRUE) AND IS 5.78 METERS
 TV0468'DISTANT FROM STATION.
 TV0468'
 TV0468'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK CEMENTED IN ROCK.  IT
 TV0468'BEARS S 60 DEG 56 MIN W (TRUE) AND IS 3.70 METERS DISTANT FROM
 TV0468'STATION.
 TV0468
 TV0468                          STATION RECOVERY (1926)
 TV0468
 TV0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0468'STATION WAS NOT SEARCHED FOR.  USED AS OFF-SHORE SIGNAL.
 TV0468
 TV0468                          STATION RECOVERY (1946)
 TV0468
 TV0468'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0468'STATION IS A ROUND-HEADED COPPER BOLT SET IN LARGE ROCK ON
 TV0468'HIGHEST PART OF CAMELBURG PEAK.  THICK BRUSH UP TO 20 FEET IN
 TV0468'HEIGHT SURROUNDS THE STATION.
 TV0468'
 TV0468'TO REACH THE STATION FROM CRUZ BAY, PROCEED E ON CENTER
 TV0468'ROAD APPROXIMATELY 3-5/8 MILES TO A POINT 3/8 MILE PAST
 TV0468'INTERSECTION LEADING TO THE S, AND 5/8 MILE
 TV0468'PAST THE HAMMER FARM.  THIS POINT IS ON RIDGE TOP IMMEDIATELY N
 TV0468'OF HILL MARKED ON MAP 1036 AND IS MARKED BY ARROW AND TRIANGLE
 TV0468'CUT IN A 10-INCH-DIAMETER TREE AT ENTRANCE OF A TRAIL LEADING TO
 TV0468'THE S AROUND THE W SIDE OF HILL 1036.  FOLLOW THIS TRAIL ALONG
 TV0468'THE W SIDE OF HILL 1036 TO THE SADDLE IMMEDIATELY S OF
 TV0468'IT.  THENCE PROCEED S ALONG RIDGE TOP BY FOLLOWING IRREGULAR
 TV0468'ANIMAL TRAILS PAST HILL MARKED 1004 TO THE SUMMIT OF
 TV0468'CAMELBURG PEAK.  CONSIDERABLE CUTTING WILL BE NECESSARY TO
 TV0468'MAKE A SUITABLE TRAIL UP THE STEEP SLOPE.
 TV0468'
 TV0468'REFERENCE MARKS ARE STANDARD BRASS DISKS CEMENTED IN ROCKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0112 ***********************************************************************
 TV0112  DESIGNATION -  CANE
 TV0112  PID         -  TV0112
 TV0112  STATE/COUNTY-  VQ/ST CROIX
 TV0112  COUNTRY     -  US
 TV0112  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0112
 TV0112                         *CURRENT SURVEY CONTROL
 TV0112  ______________________________________________________________________
 TV0112* NAD 83(1997) POSITION- 17 42 19.96087(N) 064 43 29.67718(W)   ADJUSTED
 TV0112* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0112  ______________________________________________________________________
 TV0112  GEOID HEIGHT    -        -41.193 (meters)                     GEOID18
 TV0112  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 TV0112  HORZ ORDER      -  THIRD
 TV0112
 TV0112.The horizontal coordinates were established by classical geodetic methods
 TV0112.and adjusted by the National Geodetic Survey in May 1997.
 TV0112
 TV0112.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0112
 TV0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0112.GEOID18 height accuracy estimate available here.
 TV0112
 TV0112.Click photographs - Photos may exist for this station.
 TV0112
 TV0112.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0112
 TV0112. The following values were computed from the NAD 83(1997) position.
 TV0112
 TV0112;                    North         East     Units Scale Factor Converg.
 TV0112;SPC PRVI     -   186,701.676   381,232.331   MT  1.00003608   +0 32 04.4
 TV0112;UTM  20      - 1,958,446.243   317,073.131   MT  1.00001373   -0 31 29.0
 TV0112
 TV0112:                Primary Azimuth Mark                     Grid Az
 TV0112:SPC PRVI     -  WORK AND REST CHIMNEY                    343 52 46.1
 TV0112:UTM  20      -  WORK AND REST CHIMNEY                    344 56 19.5
 TV0112
 TV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1707358446(NAD 83)
 TV0112
 TV0112|---------------------------------------------------------------------|
 TV0112| PID    Reference Object                     Distance      Geod. Az  |
 TV0112|                                                           dddmmss.s |
 TV0112| CE4593 CANE RM 1                                          01445     |
 TV0112| TV0109 LITTLE DIAMOND MILL                 APPROX. 1.2 KM 0931203.2 |
 TV0112| TV0130 ANQUILLA CHIMNEY                    APPROX. 5.8 KM 2700205.4 |
 TV0112| TV0146 ADVENTURE MILL                      APPROX. 9.0 KM 2740726.2 |
 TV0112| TV0124 BLESSING MILL                       APPROX. 4.3 KM 2823346.6 |
 TV0112| TV0134 PROFIT MILL                         APPROX. 6.0 KM 2824412.3 |
 TV0112| TV0122 JERUSALEM MILL                      APPROX. 2.8 KM 2874624.3 |
 TV0112| TV0128 OLD MILL 2                          APPROX. 5.1 KM 2921352.5 |
 TV0112| TV0126 BARREN SPOT CHURCH STEEPLE          APPROX. 4.8 KM 2990543.6 |
 TV0112| TV0119 CASTLE COAKLEY MILL 2               APPROX. 2.9 KM 3144812.5 |
 TV0112| TV0118 CASTLE COAKLEY MILL 1               APPROX. 3.0 KM 3151656.3 |
 TV0112| TV0125 MARYS FANCY CHIMNEY                 APPROX. 6.1 KM 3161947.0 |
 TV0112| CE4594 CANE RM 2                                          31726     |
 TV0112| TV0120 SION HILL CHIMNEY                   APPROX. 4.6 KM 3290919.5 |
 TV0112| TV0116 PETERS REST STATION CHIMNEY         APPROX. 2.3 KM 3354723.8 |
 TV0112| TV0115 WORK AND REST CHIMNEY               APPROX. 1.9 KM 3442450.5 |
 TV0112|---------------------------------------------------------------------|
 TV0112
 TV0112                          SUPERSEDED SURVEY CONTROL
 TV0112
 TV0112  NAD 83(1993)-  17 42 19.95910(N)    064 43 29.68697(W) AD(       ) 3
 TV0112  NAD 83(1986)-  17 42 19.94266(N)    064 43 29.66242(W) AD(       ) 3
 TV0112  PR          -  17 42 27.03415(N)    064 43 31.14274(W) AD(       ) 3
 TV0112  LMSL    (07/19/86)   39.0    (m)          128.     (f) VERT ANG       
 TV0112
 TV0112.Superseded values are not recommended for survey control.
 TV0112
 TV0112.NGS no longer adjusts projects to the PR datum.
 TV0112.See file dsdata.pdf to determine how the superseded data were derived.
 TV0112
 TV0112_MARKER: Z = SEE DESCRIPTION
 TV0112_SETTING: 0 = UNSPECIFIED SETTING
 TV0112
 TV0112  HISTORY     - Date     Condition        Report By
 TV0112  HISTORY     - 1919     MONUMENTED       CGS
 TV0112  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0112  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0112
 TV0112                          STATION DESCRIPTION
 TV0112
 TV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0112'STATION IS ON THE RUINS OF THE OLD ESTATE HOUSE OF CANE GARDEN
 TV0112'ESTATE S SIDE OF ST. CROIX.  STATION IS IN THE NE CORNER OF THE
 TV0112'FLOOR OF THE FRONT PORCH ON THE N SIDE OF THE ESTATE HOUSE
 TV0112'RUINS.  MARKED BY A STANDARD BRASS DISK IN TOP OF A 6-INCH
 TV0112'DIAMETER 18-INCH LONG CEMENT POST.  THE STATION IS 0.8 METER
 TV0112'FROM THE EDGE OF THE EASTERN WALL OF THE PORCH AND 1.18 METERS
 TV0112'FROM OUTER EDGE OF THE NORTHERN WALL.
 TV0112'
 TV0112'REFERENCE MARK NO.1 IS A STANDARD REFERENCE DISK SET IN THE TOP
 TV0112'OF THE FIRST OLD CEMENT PILLAR E OF THE CORNER POST AT BOTTOM OF
 TV0112'THE FRONT STEPS.
 TV0112'
 TV0112'REFERENCE MARK NO.2 IS A BRASS DISK SET IN THE TOP OF THE CEMENT
 TV0112'PILLAR ON W SIDE OF BOTTOM OF FRONT STEPS.
 TV0112'
 TV0112'TOP OF POLE - 3.98 METERS.
 TV0112
 TV0112                          STATION RECOVERY (1925)
 TV0112
 TV0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0112'NO PHYSICAL RECOVERY.  USED FOR OFF SHORE WORK.
 TV0112
 TV0112                          STATION RECOVERY (1965)
 TV0112
 TV0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0112'STATION WAS FOUND TO BE EITHER COVERED OR DESTROYED IN THE
 TV0112'RESTORATION OF THE ESTATE HOUSE.  ALL OTHER MARKS WERE RECOVERED
 TV0112'AS DESCRIBED.  THE MEASURED DISTANCE BETWEEN REFERENCE MARK
 TV0112'NO.1 AND REFERENCE MARK NO.2 IS 43.83 FT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0191 ***********************************************************************
 TV0191  DESIGNATION -  CANE BAY MILL
 TV0191  PID         -  TV0191
 TV0191  STATE/COUNTY-  VQ/ST CROIX
 TV0191  COUNTRY     -  US
 TV0191  USGS QUAD   -  BARON BLUFF (2013)
 TV0191
 TV0191                         *CURRENT SURVEY CONTROL
 TV0191  ______________________________________________________________________
 TV0191* NAD 83(1997) POSITION- 17 46 14.46946(N) 064 48 44.32524(W)   ADJUSTED
 TV0191  ______________________________________________________________________
 TV0191  GEOID HEIGHT    -        -42.024 (meters)                     GEOID18
 TV0191  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 TV0191  HORZ ORDER      -  THIRD
 TV0191
 TV0191.The horizontal coordinates were established by classical geodetic methods
 TV0191.and adjusted by the National Geodetic Survey in May 1997.
 TV0191
 TV0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0191.GEOID18 height accuracy estimate available here.
 TV0191
 TV0191.Click photographs - Photos may exist for this station.
 TV0191
 TV0191.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0191
 TV0191. The following values were computed from the NAD 83(1997) position.
 TV0191
 TV0191;                    North         East     Units Scale Factor Converg.
 TV0191;SPC PRVI     -   193,826.997   371,896.983   MT  1.00002632   +0 30 25.9
 TV0191;UTM  20      - 1,965,743.051   307,871.144   MT  1.00005640   -0 33 11.9
 TV0191
 TV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0787165743(NAD 83)
 TV0191
 TV0191                          SUPERSEDED SURVEY CONTROL
 TV0191
 TV0191  NAD 83(1993)-  17 46 14.46784(N)    064 48 44.33498(W) AD(       ) 3
 TV0191  NAD 83(1986)-  17 46 14.45320(N)    064 48 44.31586(W) AD(       ) 3
 TV0191  PR          -  17 46 21.54781(N)    064 48 45.79745(W) AD(       ) 3
 TV0191
 TV0191.Superseded values are not recommended for survey control.
 TV0191
 TV0191.NGS no longer adjusts projects to the PR datum.
 TV0191.See file dsdata.pdf to determine how the superseded data were derived.
 TV0191
 TV0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0191
 TV0191  HISTORY     - Date     Condition        Report By
 TV0191  HISTORY     - 1918     MONUMENTED       CGS
 TV0191  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0191  HISTORY     - 1980     GOOD             NOS
 TV0191
 TV0191                          STATION DESCRIPTION
 TV0191
 TV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0191'STATION IS IN PLACE.
 TV0191
 TV0191                          STATION RECOVERY (1980)
 TV0191
 TV0191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0191'THE STATION WAS RECOVERED BUT HAS NO ROOF OR DEFINITE
 TV0191'CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0114 ***********************************************************************
 TV0114  DESIGNATION -  CANE GARDEN MILL
 TV0114  PID         -  TV0114
 TV0114  STATE/COUNTY-  VQ/ST CROIX
 TV0114  COUNTRY     -  US
 TV0114  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0114
 TV0114                         *CURRENT SURVEY CONTROL
 TV0114  ______________________________________________________________________
 TV0114* NAD 83(1997) POSITION- 17 42 17.48213(N) 064 43 40.89532(W)   ADJUSTED
 TV0114  ______________________________________________________________________
 TV0114  GEOID HEIGHT    -        -41.197 (meters)                     GEOID18
 TV0114  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 TV0114  HORZ ORDER      -  THIRD
 TV0114
 TV0114.The horizontal coordinates were established by classical geodetic methods
 TV0114.and adjusted by the National Geodetic Survey in May 1997.
 TV0114
 TV0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0114.GEOID18 height accuracy estimate available here.
 TV0114
 TV0114.Click photographs - Photos may exist for this station.
 TV0114
 TV0114.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0114
 TV0114. The following values were computed from the NAD 83(1997) position.
 TV0114
 TV0114;                    North         East     Units Scale Factor Converg.
 TV0114;SPC PRVI     -   186,622.390   380,902.484   MT  1.00003619   +0 32 00.9
 TV0114;UTM  20      - 1,958,373.070   316,741.881   MT  1.00001523   -0 31 32.4
 TV0114
 TV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1674158373(NAD 83)
 TV0114
 TV0114                          SUPERSEDED SURVEY CONTROL
 TV0114
 TV0114  NAD 83(1993)-  17 42 17.48041(N)    064 43 40.90512(W) AD(       ) 3
 TV0114  NAD 83(1986)-  17 42 17.46345(N)    064 43 40.88087(W) AD(       ) 3
 TV0114  PR          -  17 42 24.55302(N)    064 43 42.36206(W) AD(       ) 3
 TV0114
 TV0114.Superseded values are not recommended for survey control.
 TV0114
 TV0114.NGS no longer adjusts projects to the PR datum.
 TV0114.See file dsdata.pdf to determine how the superseded data were derived.
 TV0114
 TV0114
 TV0114  HISTORY     - Date     Condition        Report By
 TV0114  HISTORY     - 1918     MONUMENTED       CGS
 TV0114  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0114
 TV0114                          STATION DESCRIPTION
 TV0114
 TV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0114'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5030 ***********************************************************************
 TZ5030  DESIGNATION -  CAREEN HILL WSTA RADIO TOWER
 TZ5030  PID         -  TZ5030
 TZ5030  STATE/COUNTY-  VQ/ST THOMAS
 TZ5030  COUNTRY     -  US
 TZ5030  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5030
 TZ5030                         *CURRENT SURVEY CONTROL
 TZ5030  ______________________________________________________________________
 TZ5030* NAD 83(1997) POSITION- 18 20 04.16695(N) 064 56 38.56538(W)   ADJUSTED
 TZ5030* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5030  ______________________________________________________________________
 TZ5030  GEOID HEIGHT    -        -42.201 (meters)                     GEOID18
 TZ5030  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 TZ5030  HORZ ORDER      -  THIRD
 TZ5030
 TZ5030.The horizontal coordinates were established by classical geodetic methods
 TZ5030.and adjusted by the National Geodetic Survey in May 1997.
 TZ5030
 TZ5030.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5030
 TZ5030.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5030.GEOID18 height accuracy estimate available here.
 TZ5030
 TZ5030.Click photographs - Photos may exist for this station.
 TZ5030
 TZ5030.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5030
 TZ5030. The following values were computed from the NAD 83(1997) position.
 TZ5030
 TZ5030;                    North         East     Units Scale Factor Converg.
 TZ5030;SPC PRVI     -   256,108.962   357,420.469   MT  0.99999549   +0 27 57.5
 TZ5030;UTM  20      - 2,028,289.605   294,557.872   MT  1.00012181   -0 36 42.3
 TZ5030
 TZ5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9455728289(NAD 83)
 TZ5030
 TZ5030                          SUPERSEDED SURVEY CONTROL
 TZ5030
 TZ5030  NAD 83(1993)-  18 20 04.16501(N)    064 56 38.57611(W) AD(       ) 3
 TZ5030  LMSL    (07/06/94)   58.6    (m)          192.     (f) VERT ANG       
 TZ5030
 TZ5030.Superseded values are not recommended for survey control.
 TZ5030
 TZ5030.NGS no longer adjusts projects to the PR datum.
 TZ5030.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5030
 TZ5030_MARKER: 43 = RADIO/TV TOWER
 TZ5030
 TZ5030  HISTORY     - Date     Condition        Report By
 TZ5030  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5030
 TZ5030                          STATION DESCRIPTION
 TZ5030
 TZ5030'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5030'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5030'IN THE SOUTH CENTRAL PART OF THE ISLAND JUST SOUTHWEST OF CHARLOTTE
 TZ5030'AMALIE AT THE SOUTHWEST BASE OF CAREEN HILL NEAR THE NORTHERN POINT
 TZ5030'OF CONFLUENCE OF EAST AND WEST GREGERIE CHANNELS.  THE OBJECT IS A
 TZ5030'RED AND WHITE TRUSSWORK STEEL TOWER WITH A RED OBSTRUCTION LIGHT AT
 TZ5030'ITS TOP.  THE POINT INTERSECTED WAS THE CENTER OF THE OBSTRUCTION
 TZ5030'LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0481 ***********************************************************************
 TV0481  DESIGNATION -  CARVAL 1918
 TV0481  PID         -  TV0481
 TV0481  STATE/COUNTY-  VQ/ST JOHN
 TV0481  COUNTRY     -  US
 TV0481  USGS QUAD   -  CRUZ BAY (2013)
 TV0481
 TV0481                         *CURRENT SURVEY CONTROL
 TV0481  ______________________________________________________________________
 TV0481* NAD 83(1997) POSITION- 18 22 10.83181(N) 064 47 39.23972(W)   ADJUSTED
 TV0481* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0481  ______________________________________________________________________
 TV0481  GEOID HEIGHT    -        -42.244 (meters)                     GEOID18
 TV0481  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 TV0481  HORZ ORDER      -  THIRD
 TV0481
 TV0481.The horizontal coordinates were established by classical geodetic methods
 TV0481.and adjusted by the National Geodetic Survey in May 1997.
 TV0481
 TV0481.The orthometric height was scaled from a topographic map.
 TV0481
 TV0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0481.GEOID18 height accuracy estimate available here.
 TV0481
 TV0481.Click photographs - Photos may exist for this station.
 TV0481
 TV0481.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0481
 TV0481. The following values were computed from the NAD 83(1997) position.
 TV0481
 TV0481;                    North         East     Units Scale Factor Converg.
 TV0481;SPC PRVI     -   260,138.453   373,220.688   MT  0.99999676   +0 30 46.3
 TV0481;UTM  20      - 2,032,021.417   310,432.483   MT  1.00004428   -0 33 56.2
 TV0481
 TV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1043232021(NAD 83)
 TV0481
 TV0481                          SUPERSEDED SURVEY CONTROL
 TV0481
 TV0481  NAD 83(1993)-  18 22 10.83378(N)    064 47 39.24212(W) AD(       ) 3
 TV0481  NAD 83(1986)-  18 22 10.79911(N)    064 47 39.20550(W) AD(       ) 3
 TV0481  PR          -  18 22 17.96723(N)    064 47 40.70689(W) AD(       ) 3
 TV0481
 TV0481.Superseded values are not recommended for survey control.
 TV0481
 TV0481.NGS no longer adjusts projects to the PR datum.
 TV0481.See file dsdata.pdf to determine how the superseded data were derived.
 TV0481
 TV0481
 TV0481  HISTORY     - Date     Condition        Report By
 TV0481  HISTORY     - 1918     MONUMENTED       CGS
 TV0481  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0481
 TV0481                          STATION DESCRIPTION
 TV0481
 TV0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0481'MARK WAS RECOVERED.  ON DETACHED ROCK OFF E END OF CONGO
 TV0481'CAY.  REGULATION DISK CEMENTED IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1495 ***********************************************************************
 TV1495  DESIGNATION -  CEMENT
 TV1495  PID         -  TV1495
 TV1495  STATE/COUNTY-  VQ/ST CROIX
 TV1495  COUNTRY     -  US
 TV1495  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV1495
 TV1495                         *CURRENT SURVEY CONTROL
 TV1495  ______________________________________________________________________
 TV1495* NAD 83(1997) POSITION- 17 45 04.67427(N) 064 42 51.14568(W)   ADJUSTED
 TV1495* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1495  ______________________________________________________________________
 TV1495  GEOID HEIGHT    -        -41.378 (meters)                     GEOID18
 TV1495  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 TV1495  HORZ ORDER      -  THIRD
 TV1495
 TV1495.The horizontal coordinates were established by classical geodetic methods
 TV1495.and adjusted by the National Geodetic Survey in May 1997.
 TV1495
 TV1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1495
 TV1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1495.GEOID18 height accuracy estimate available here.
 TV1495
 TV1495.Click photographs - Photos may exist for this station.
 TV1495
 TV1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1495
 TV1495. The following values were computed from the NAD 83(1997) position.
 TV1495
 TV1495;                    North         East     Units Scale Factor Converg.
 TV1495;SPC PRVI     -   191,776.143   382,320.169   MT  1.00002909   +0 32 16.4
 TV1495;UTM  20      - 1,963,499.609   318,254.630   MT  1.00000840   -0 31 22.0
 TV1495
 TV1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1825463499(NAD 83)
 TV1495
 TV1495                          SUPERSEDED SURVEY CONTROL
 TV1495
 TV1495  NAD 83(1993)-  17 45 04.67261(N)    064 42 51.15574(W) AD(       ) 3
 TV1495  NAD 83(1986)-  17 45 04.65256(N)    064 42 51.12905(W) AD(       ) 3
 TV1495  LMSL    (05/31/90)    0.5    (m)            2.     (f) VERT ANG       
 TV1495
 TV1495.Superseded values are not recommended for survey control.
 TV1495
 TV1495.NGS no longer adjusts projects to the PR datum.
 TV1495.See file dsdata.pdf to determine how the superseded data were derived.
 TV1495
 TV1495_MARKER: DD = SURVEY DISK
 TV1495_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV1495+WITH SETTING: PAVEMENT
 TV1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1495+STABILITY: SURFACE MOTION
 TV1495
 TV1495  HISTORY     - Date     Condition        Report By
 TV1495  HISTORY     - 1982     MONUMENTED       NOS
 TV1495
 TV1495                          STATION DESCRIPTION
 TV1495
 TV1495'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1495'THE STATION IS LOCATED ON THE PROPERTY OF THE VIRGIN ISLAND
 TV1495'CEMENT COMPANY ON THE WEST SIDE OF CHRIDTIANSTED HARBOR.
 TV1495'
 TV1495'THE STATION IS STAMPED---CEMENT 81---
 TV1495'THE STATION IS A STANDARD NOS DISK SET IN CONCRETE IN AN EIGHT
 TV1495'INCH STEEL PIPE PROJECTING THREE FEET OUT OF THE GROUND.
 TV1495'
 TV1495'IT IS LOCATED,
 TV1495'1.2 METERS (4.0 FT)SOUTHWEST FROM THE WATER LINE.
 TV1495'11.9 METERS (39.0 FT) SOUTHEAST FROM A CEMENT GAS PIER.
 TV1495'31.1 METERS (102.0 FT) NORTHEAST FROM THE FENCE WHICH RUNS
 TV1495'PARALLEL TO THE SHORELINE
 TV1495'
 TV1495'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1495'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0071 ***********************************************************************
 TV0071  DESIGNATION -  CENTRAL FACTORY CHIMNEY
 TV0071  PID         -  TV0071
 TV0071  STATE/COUNTY-  VQ/ST CROIX
 TV0071  COUNTRY     -  US
 TV0071  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0071
 TV0071                         *CURRENT SURVEY CONTROL
 TV0071  ______________________________________________________________________
 TV0071* NAD 83(1997) POSITION- 17 45 00.36810(N) 064 42 54.40725(W)   ADJUSTED
 TV0071  ______________________________________________________________________
 TV0071  GEOID HEIGHT    -        -41.370 (meters)                     GEOID18
 TV0071  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 TV0071  HORZ ORDER      -  THIRD
 TV0071
 TV0071.The horizontal coordinates were established by classical geodetic methods
 TV0071.and adjusted by the National Geodetic Survey in May 1997.
 TV0071
 TV0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0071.GEOID18 height accuracy estimate available here.
 TV0071
 TV0071.Click photographs - Photos may exist for this station.
 TV0071
 TV0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0071
 TV0071. The following values were computed from the NAD 83(1997) position.
 TV0071
 TV0071;                    North         East     Units Scale Factor Converg.
 TV0071;SPC PRVI     -   191,642.855   382,225.330   MT  1.00002927   +0 32 15.4
 TV0071;UTM  20      - 1,963,368.102   318,157.342   MT  1.00000884   -0 31 22.9
 TV0071
 TV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1815763368(NAD 83)
 TV0071
 TV0071                          SUPERSEDED SURVEY CONTROL
 TV0071
 TV0071  NAD 83(1993)-  17 45 00.36640(N)    064 42 54.41706(W) AD(       ) 3
 TV0071  NAD 83(1986)-  17 45 00.35143(N)    064 42 54.39280(W) AD(       ) 3
 TV0071  PR          -  17 45 07.44966(N)    064 42 55.87306(W) AD(       ) 3
 TV0071
 TV0071.Superseded values are not recommended for survey control.
 TV0071
 TV0071.NGS no longer adjusts projects to the PR datum.
 TV0071.See file dsdata.pdf to determine how the superseded data were derived.
 TV0071
 TV0071
 TV0071  HISTORY     - Date     Condition        Report By
 TV0071  HISTORY     - 1918     MONUMENTED       CGS
 TV0071  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0071
 TV0071                          STATION DESCRIPTION
 TV0071
 TV0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0071'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0527 ***********************************************************************
 TV0527  DESIGNATION -  CHIMNEY
 TV0527  PID         -  TV0527
 TV0527  STATE/COUNTY-  VQ/ST THOMAS
 TV0527  COUNTRY     -  US
 TV0527  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0527
 TV0527                         *CURRENT SURVEY CONTROL
 TV0527  ______________________________________________________________________
 TV0527* NAD 83(1997) POSITION- 18 20 05.57268(N) 064 56 17.34732(W)   ADJUSTED
 TV0527  ______________________________________________________________________
 TV0527  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0527  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 TV0527  HORZ ORDER      -  THIRD
 TV0527
 TV0527.The horizontal coordinates were established by classical geodetic methods
 TV0527.and adjusted by the National Geodetic Survey in May 1997.
 TV0527
 TV0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0527.GEOID18 height accuracy estimate available here.
 TV0527
 TV0527.Click photographs - Photos may exist for this station.
 TV0527
 TV0527.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0527
 TV0527. The following values were computed from the NAD 83(1997) position.
 TV0527
 TV0527;                    North         East     Units Scale Factor Converg.
 TV0527;SPC PRVI     -   256,157.257   358,043.099   MT  0.99999550   +0 28 04.2
 TV0527;UTM  20      - 2,028,326.186   295,181.378   MT  1.00011865   -0 36 35.6
 TV0527
 TV0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9518128326(NAD 83)
 TV0527
 TV0527                          SUPERSEDED SURVEY CONTROL
 TV0527
 TV0527  NAD 83(1993)-  18 20 05.57263(N)    064 56 17.35512(W) AD(       ) 3
 TV0527  NAD 83(1986)-  18 20 05.54228(N)    064 56 17.31769(W) AD(       ) 3
 TV0527  PR          -  18 20 12.70571(N)    064 56 18.79927(W) AD(       ) 3
 TV0527
 TV0527.Superseded values are not recommended for survey control.
 TV0527
 TV0527.NGS no longer adjusts projects to the PR datum.
 TV0527.See file dsdata.pdf to determine how the superseded data were derived.
 TV0527
 TV0527
 TV0527  HISTORY     - Date     Condition        Report By
 TV0527  HISTORY     - 1918     MONUMENTED       CGS
 TV0527  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0527  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0527  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TV0527  HISTORY     - 19950424 GOOD             USPSQD
 TV0527
 TV0527                          STATION DESCRIPTION
 TV0527
 TV0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0527'STATION IS CENTER OF BRICK CHIMNEY (LOOKS LIKE CONCRETE FROM
 TV0527'A DISTANCE) ON S SIDE OF CABLE HOUSE AT THE HEAD OF CREQUES
 TV0527'MARINE RAILWAY SLIP, ON THE N SIDE OF HASSEL ISLAND.
 TV0527
 TV0527                          STATION RECOVERY (1926)
 TV0527
 TV0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (FTS)
 TV0527'STATION FOUND AS DESCRIBED.  USEFUL LANDMARK.
 TV0527
 TV0527                          STATION RECOVERY (1965)
 TV0527
 TV0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0527'STATION RECOVERED IN GOOD CONDITION.  BUILDING SLOWLY GOING
 TV0527'TO RUIN.
 TV0527
 TV0527                          STATION RECOVERY (1966)
 TV0527
 TV0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JPR)
 TV0527'STATION WAS RECOVERED AS DESCRIBED.
 TV0527'
 TV0527'STATION WAS IN GOOD CONDITION.
 TV0527
 TV0527                          STATION RECOVERY (1995)
 TV0527
 TV0527'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0080 ***********************************************************************
 TV0080  DESIGNATION -  CHRISTIANSTED CH MK 7
 TV0080  PID         -  TV0080
 TV0080  STATE/COUNTY-  VQ/ST CROIX
 TV0080  COUNTRY     -  US
 TV0080  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0080
 TV0080                         *CURRENT SURVEY CONTROL
 TV0080  ______________________________________________________________________
 TV0080* NAD 83(1997) POSITION- 17 45 25.91495(N) 064 41 40.13602(W)   NO CHECK
 TV0080* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0080  ______________________________________________________________________
 TV0080  GEOID HEIGHT    -        -41.384 (meters)                     GEOID18
 TV0080  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 TV0080  HORZ ORDER      -  THIRD
 TV0080
 TV0080.The horizontal coordinates were established by classical geodetic methods
 TV0080.and adjusted by the National Geodetic Survey in May 1997.
 TV0080
 TV0080.No horizontal observational check was made to the station.
 TV0080
 TV0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0080
 TV0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0080.GEOID18 height accuracy estimate available here.
 TV0080
 TV0080.Click photographs - Photos may exist for this station.
 TV0080
 TV0080.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0080
 TV0080. The following values were computed from the NAD 83(1997) position.
 TV0080
 TV0080;                    North         East     Units Scale Factor Converg.
 TV0080;SPC PRVI     -   192,448.902   384,405.810   MT  1.00002824   +0 32 38.6
 TV0080;UTM  20      - 1,964,133.624   320,352.317   MT  0.99999903   -0 31 00.9
 TV0080
 TV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2035264133(NAD 83)
 TV0080
 TV0080                          SUPERSEDED SURVEY CONTROL
 TV0080
 TV0080  NAD 83(1993)-  17 45 25.91322(N)    064 41 40.14601(W) AD(       ) 3
 TV0080  NAD 83(1986)-  17 45 25.89443(N)    064 41 40.11992(W) AD(       ) 3
 TV0080  PR          -  17 45 32.99249(N)    064 41 41.60863(W) AD(       ) 3
 TV0080  LMSL    (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 TV0080
 TV0080.Superseded values are not recommended for survey control.
 TV0080
 TV0080.NGS no longer adjusts projects to the PR datum.
 TV0080.See file dsdata.pdf to determine how the superseded data were derived.
 TV0080
 TV0080_MARKER: 14 = NAVIGATION LIGHT
 TV0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0080
 TV0080  HISTORY     - Date     Condition        Report By
 TV0080  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0080  HISTORY     - 1982     GOOD             NOS
 TV0080  HISTORY     - 19950427 GOOD             USPSQD
 TV0080
 TV0080                          STATION DESCRIPTION
 TV0080
 TV0080'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0080'THE STATION IS THE LIGHT ATOP CHANNEL MARKER NUMBER 7,
 TV0080'WHICH IS ON THE EAST SIDE OF CHRISTIANSTED HARBOR
 TV0080'CHANNEL, 0.2 KM (0.1 MI) NORTH OF THE OUTSIDE CHRISTIANSTED
 TV0080'RANGE LIGHT.
 TV0080
 TV0080                          STATION RECOVERY (1982)
 TV0080
 TV0080'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0080'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TV0080
 TV0080                          STATION RECOVERY (1995)
 TV0080
 TV0080'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0121 ***********************************************************************
 TV0121  DESIGNATION -  CHRISTIANSTED DAY MK 16
 TV0121  PID         -  TV0121
 TV0121  STATE/COUNTY-  VQ/ST CROIX
 TV0121  COUNTRY     -  US
 TV0121  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0121
 TV0121                         *CURRENT SURVEY CONTROL
 TV0121  ______________________________________________________________________
 TV0121* NAD 83(1997) POSITION- 17 44 50.25566(N) 064 42 04.37919(W)   NO CHECK
 TV0121* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0121  ______________________________________________________________________
 TV0121  GEOID HEIGHT    -        -41.311 (meters)                     GEOID18
 TV0121  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 TV0121  HORZ ORDER      -  THIRD
 TV0121
 TV0121.The horizontal coordinates were established by classical geodetic methods
 TV0121.and adjusted by the National Geodetic Survey in May 1997.
 TV0121
 TV0121.No horizontal observational check was made to the station.
 TV0121
 TV0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0121
 TV0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0121.GEOID18 height accuracy estimate available here.
 TV0121
 TV0121.Click photographs - Photos may exist for this station.
 TV0121
 TV0121.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0121
 TV0121. The following values were computed from the NAD 83(1997) position.
 TV0121
 TV0121;                    North         East     Units Scale Factor Converg.
 TV0121;SPC PRVI     -   191,345.850   383,702.036   MT  1.00002968   +0 32 31.1
 TV0121;UTM  20      - 1,963,043.821   319,628.262   MT  1.00000225   -0 31 07.3
 TV0121
 TV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1962863043(NAD 83)
 TV0121
 TV0121                          SUPERSEDED SURVEY CONTROL
 TV0121
 TV0121  NAD 83(1993)-  17 44 50.25393(N)    064 42 04.38920(W) AD(       ) 3
 TV0121  NAD 83(1986)-  17 44 50.23414(N)    064 42 04.36150(W) AD(       ) 3
 TV0121  PR          -  17 44 57.33108(N)    064 42 05.85072(W) AD(       ) 3
 TV0121  LMSL    (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 TV0121
 TV0121.Superseded values are not recommended for survey control.
 TV0121
 TV0121.NGS no longer adjusts projects to the PR datum.
 TV0121.See file dsdata.pdf to determine how the superseded data were derived.
 TV0121
 TV0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0121
 TV0121  HISTORY     - Date     Condition        Report By
 TV0121  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0121  HISTORY     - 19950427 GOOD             USPSQD
 TV0121
 TV0121                          STATION DESCRIPTION
 TV0121
 TV0121'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0121'THE STATION IS DAY MARKER NUMBER 16 WHICH IS
 TV0121'LOCATED ABOUT 20 METERS NORTH OF THE BULKHEAD ON THE
 TV0121'NORTH SIDE OF FORT CHRISTIANSVAERN.
 TV0121
 TV0121                          STATION RECOVERY (1995)
 TV0121
 TV0121'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0103 ***********************************************************************
 TV0103  DESIGNATION -  CHRISTIANSTED FLAGPOLE
 TV0103  PID         -  TV0103
 TV0103  STATE/COUNTY-  VQ/ST CROIX
 TV0103  COUNTRY     -  US
 TV0103  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0103
 TV0103                         *CURRENT SURVEY CONTROL
 TV0103  ______________________________________________________________________
 TV0103* NAD 83(1997) POSITION- 17 44 50.13510(N) 064 42 06.61531(W)   NO CHECK
 TV0103  ______________________________________________________________________
 TV0103  GEOID HEIGHT    -        -41.312 (meters)                     GEOID18
 TV0103  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 TV0103  HORZ ORDER      -  THIRD
 TV0103
 TV0103.The horizontal coordinates were established by classical geodetic methods
 TV0103.and adjusted by the National Geodetic Survey in May 1997.
 TV0103
 TV0103.No horizontal observational check was made to the station.
 TV0103
 TV0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0103.GEOID18 height accuracy estimate available here.
 TV0103
 TV0103.Click photographs - Photos may exist for this station.
 TV0103
 TV0103.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0103
 TV0103. The following values were computed from the NAD 83(1997) position.
 TV0103
 TV0103;                    North         East     Units Scale Factor Converg.
 TV0103;SPC PRVI     -   191,341.521   383,636.196   MT  1.00002969   +0 32 30.4
 TV0103;UTM  20      - 1,963,040.711   319,562.356   MT  1.00000255   -0 31 08.0
 TV0103
 TV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1956263040(NAD 83)
 TV0103
 TV0103                          SUPERSEDED SURVEY CONTROL
 TV0103
 TV0103  NAD 83(1993)-  17 44 50.13339(N)    064 42 06.62511(W) AD(       ) 3
 TV0103  NAD 83(1986)-  17 44 50.11845(N)    064 42 06.60044(W) AD(       ) 3
 TV0103  PR          -  17 44 57.21533(N)    064 42 08.08366(W) AD(       ) 3
 TV0103
 TV0103.Superseded values are not recommended for survey control.
 TV0103
 TV0103.NGS no longer adjusts projects to the PR datum.
 TV0103.See file dsdata.pdf to determine how the superseded data were derived.
 TV0103
 TV0103
 TV0103  HISTORY     - Date     Condition        Report By
 TV0103  HISTORY     - 1918     MONUMENTED       CGS
 TV0103  HISTORY     - 1925     GOOD             CGS
 TV0103
 TV0103                          STATION DESCRIPTION
 TV0103
 TV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0103'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0104 ***********************************************************************
 TV0104  DESIGNATION -  CHRISTIANSTED MAG STA
 TV0104  PID         -  TV0104
 TV0104  STATE/COUNTY-  VQ/ST CROIX
 TV0104  COUNTRY     -  US
 TV0104  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0104
 TV0104                         *CURRENT SURVEY CONTROL
 TV0104  ______________________________________________________________________
 TV0104* NAD 83(1997) POSITION- 17 44 49.39816(N) 064 42 07.92091(W)   ADJUSTED
 TV0104* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0104  ______________________________________________________________________
 TV0104  GEOID HEIGHT    -        -41.311 (meters)                     GEOID18
 TV0104  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 TV0104  HORZ ORDER      -  THIRD
 TV0104
 TV0104.The horizontal coordinates were established by classical geodetic methods
 TV0104.and adjusted by the National Geodetic Survey in May 1997.
 TV0104
 TV0104.The orthometric height was scaled from a topographic map.
 TV0104
 TV0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0104.GEOID18 height accuracy estimate available here.
 TV0104
 TV0104.Click photographs - Photos may exist for this station.
 TV0104
 TV0104.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0104
 TV0104. The following values were computed from the NAD 83(1997) position.
 TV0104
 TV0104;                    North         East     Units Scale Factor Converg.
 TV0104;SPC PRVI     -   191,318.501   383,597.949   MT  1.00002972   +0 32 29.9
 TV0104;UTM  20      - 1,963,018.404   319,523.689   MT  1.00000272   -0 31 08.4
 TV0104
 TV0104:                Primary Azimuth Mark                     Grid Az
 TV0104:SPC PRVI     -  RECOVERY                                 173 20 34.8
 TV0104:UTM  20      -  RECOVERY                                 174 24 13.1
 TV0104
 TV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1952363018(NAD 83)
 TV0104
 TV0104|---------------------------------------------------------------------|
 TV0104| PID    Reference Object                     Distance      Geod. Az  |
 TV0104|                                                           dddmmss.s |
 TV0104| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 1.2 KM 0425845.3 |
 TV0104| TV0102 RECOVERY                            APPROX. 1.4 KM 1735304.7 |
 TV0104|---------------------------------------------------------------------|
 TV0104
 TV0104                          SUPERSEDED SURVEY CONTROL
 TV0104
 TV0104  NAD 83(1993)-  17 44 49.39658(N)    064 42 07.93083(W) AD(       ) 3
 TV0104  NAD 83(1986)-  17 44 49.38183(N)    064 42 07.90617(W) AD(       ) 3
 TV0104  PR          -  17 44 56.47887(N)    064 42 09.38839(W) AD(       ) 3
 TV0104
 TV0104.Superseded values are not recommended for survey control.
 TV0104
 TV0104.NGS no longer adjusts projects to the PR datum.
 TV0104.See file dsdata.pdf to determine how the superseded data were derived.
 TV0104
 TV0104_MARKER: DD = SURVEY DISK
 TV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV0104
 TV0104  HISTORY     - Date     Condition        Report By
 TV0104  HISTORY     - UNK      MONUMENTED
 TV0104  HISTORY     - 1965     GOOD             CGS
 TV0104  HISTORY     - 1972     GOOD             LOCSUR
 TV0104  HISTORY     - 19950427 GOOD             USPSQD
 TV0104
 TV0104                          STATION DESCRIPTION
 TV0104
 TV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0104'THE STATION IS LOCATED IN CHRISTIANSTED ON THE GROUNDS OF
 TV0104'FORT CHRISTIANSTED PARK.  STATION IS 141.3 FEET EAST OF THE
 TV0104'NORTHEAST CORNER OF THE STAIRWAY LEADING TO CHRISTIANSTED
 TV0104'PUBLIC LIBRARY, 62.3 FEET EAST OF THE SOUTHEAST CORNER OF
 TV0104'FIRST STEP OF STAIRWAY LEADING TO THE PUBLIC SPEAKERS
 TV0104'PAVILION, 60.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TV0104'THE STAIRWAY ENTRANCE TO THE WEST SIDE OF FORT CHRISTIANSTED,
 TV0104'AND 25.1 FEET NORTHWEST OF A RUBBER TREE 24 INCHES IN
 TV0104'DIAMETER.  THE STATION IS A STANDARD TRIANGULATION DISK SET
 TV0104'IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST WHICH
 TV0104'PROJECTS ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE.  THE
 TV0104'DISK IS STAMPED C L MAGNETIC 1905.
 TV0104
 TV0104                          STATION RECOVERY (1972)
 TV0104
 TV0104'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (LR)
 TV0104'C.L. MAGNETIC 1905 RECOVERED GOOD.
 TV0104'
 TV0104'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHRISTIANSTED.
 TV0104
 TV0104                          STATION RECOVERY (1995)
 TV0104
 TV0104'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0079 ***********************************************************************
 TV0079  DESIGNATION -  CHRISTIANSTED RAD MAST
 TV0079  PID         -  TV0079
 TV0079  STATE/COUNTY-  VQ/ST CROIX
 TV0079  COUNTRY     -  US
 TV0079  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0079
 TV0079                         *CURRENT SURVEY CONTROL
 TV0079  ______________________________________________________________________
 TV0079* NAD 83(1997) POSITION- 17 45 16.46876(N) 064 41 37.43215(W)   ADJUSTED
 TV0079  ______________________________________________________________________
 TV0079  GEOID HEIGHT    -        -41.357 (meters)                     GEOID18
 TV0079  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 TV0079  HORZ ORDER      -  THIRD
 TV0079
 TV0079.The horizontal coordinates were established by classical geodetic methods
 TV0079.and adjusted by the National Geodetic Survey in May 1997.
 TV0079
 TV0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0079.GEOID18 height accuracy estimate available here.
 TV0079
 TV0079.Click photographs - Photos may exist for this station.
 TV0079
 TV0079.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0079
 TV0079. The following values were computed from the NAD 83(1997) position.
 TV0079
 TV0079;                    North         East     Units Scale Factor Converg.
 TV0079;SPC PRVI     -   192,159.252   384,488.219   MT  1.00002862   +0 32 39.5
 TV0079;UTM  20      - 1,963,842.506   320,429.346   MT  0.99999869   -0 30 59.9
 TV0079
 TV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2042963842(NAD 83)
 TV0079
 TV0079                          SUPERSEDED SURVEY CONTROL
 TV0079
 TV0079  NAD 83(1993)-  17 45 16.46701(N)    064 41 37.44213(W) AD(       ) 3
 TV0079  NAD 83(1986)-  17 45 16.44871(N)    064 41 37.41660(W) AD(       ) 3
 TV0079  PR          -  17 45 23.54599(N)    064 41 38.90534(W) AD(       ) 3
 TV0079
 TV0079.Superseded values are not recommended for survey control.
 TV0079
 TV0079.NGS no longer adjusts projects to the PR datum.
 TV0079.See file dsdata.pdf to determine how the superseded data were derived.
 TV0079
 TV0079_MARKER: 43 = RADIO/TV TOWER
 TV0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0079
 TV0079  HISTORY     - Date     Condition        Report By
 TV0079  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0079  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 TV0079
 TV0079                          STATION DESCRIPTION
 TV0079
 TV0079'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0079'THE STATION IS THE LIGHT ATOP THE WSTX RADIO MAST
 TV0079'1.3 KM (0.8 MI) NORTHEAST OF FORT CHRISTIANSVAERN IN
 TV0079'CHRISTIANSTED.
 TV0079
 TV0079                          STATION RECOVERY (1995)
 TV0079
 TV0079'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0082 ***********************************************************************
 TV0082  DESIGNATION -  CHRISTIANSTED RANGE LT
 TV0082  PID         -  TV0082
 TV0082  STATE/COUNTY-  VQ/ST CROIX
 TV0082  COUNTRY     -  US
 TV0082  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0082
 TV0082                         *CURRENT SURVEY CONTROL
 TV0082  ______________________________________________________________________
 TV0082* NAD 83(1997) POSITION- 17 45 18.34863(N) 064 41 40.12293(W)   ADJUSTED
 TV0082* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0082  ______________________________________________________________________
 TV0082  GEOID HEIGHT    -        -41.364 (meters)                     GEOID18
 TV0082  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 TV0082  HORZ ORDER      -  THIRD
 TV0082
 TV0082.The horizontal coordinates were established by classical geodetic methods
 TV0082.and adjusted by the National Geodetic Survey in May 1997.
 TV0082
 TV0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0082
 TV0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0082.GEOID18 height accuracy estimate available here.
 TV0082
 TV0082.Click photographs - Photos may exist for this station.
 TV0082
 TV0082.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0082
 TV0082. The following values were computed from the NAD 83(1997) position.
 TV0082
 TV0082;                    North         East     Units Scale Factor Converg.
 TV0082;SPC PRVI     -   192,216.292   384,408.405   MT  1.00002854   +0 32 38.6
 TV0082;UTM  20      - 1,963,901.013   320,350.604   MT  0.99999904   -0 31 00.7
 TV0082
 TV0082:                Primary Azimuth Mark                     Grid Az
 TV0082:SPC PRVI     -  CHRISTIANSTED DAY MK 16                  219 03 34.3
 TV0082:UTM  20      -  CHRISTIANSTED DAY MK 16                  220 07 13.6
 TV0082
 TV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2035063901(NAD 83)
 TV0082
 TV0082|---------------------------------------------------------------------|
 TV0082| PID    Reference Object                     Distance      Geod. Az  |
 TV0082|                                                           dddmmss.s |
 TV0082| TV0051 BUCK ISLAND LT                      APPROX. 8.7 KM 0661259.8 |
 TV0082| TV0079 CHRISTIANSTED RAD MAST               98.098 METERS 12606     |
 TV0082| TV0121 CHRISTIANSTED DAY MK 16             APPROX. 1.1 KM 2193612.9 |
 TV0082| TV0080 CHRISTIANSTED CH MK 7               232.618 METERS 35954     |
 TV0082|---------------------------------------------------------------------|
 TV0082
 TV0082                          SUPERSEDED SURVEY CONTROL
 TV0082
 TV0082  NAD 83(1993)-  17 45 18.34689(N)    064 41 40.13292(W) AD(       ) 3
 TV0082  NAD 83(1986)-  17 45 18.32808(N)    064 41 40.10651(W) AD(       ) 3
 TV0082  PR          -  17 45 25.42581(N)    064 41 41.59538(W) AD(       ) 3
 TV0082  LMSL    (07/19/86)   13.2    (m)           43.     (f) VERT ANG       
 TV0082
 TV0082.Superseded values are not recommended for survey control.
 TV0082
 TV0082.NGS no longer adjusts projects to the PR datum.
 TV0082.See file dsdata.pdf to determine how the superseded data were derived.
 TV0082
 TV0082_MARKER: 14 = NAVIGATION LIGHT
 TV0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0082
 TV0082  HISTORY     - Date     Condition        Report By
 TV0082  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0082  HISTORY     - 1982     GOOD             NOS
 TV0082  HISTORY     - 19950427 GOOD             USPSQD
 TV0082
 TV0082                          STATION DESCRIPTION
 TV0082
 TV0082'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0082'THE STATION IS LOCATED ON A PROMINANT POINT ON THE
 TV0082'NORTHWEST CORNER OF CHRISTIANSTED HARBOR AND THE
 TV0082'WEST END OF BEAUREGARD BAY.
 TV0082'
 TV0082'TO REACH FROM FORT CHRISTIANSVAERN, GO EASTERLY ON EAST
 TV0082'END ROAD FOR 0.3 KM (0.2 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 TV0082'GO NORTHEAST FOR 0.3 KM (0.2 MI) TO A SIDE ROAD LEFT AT A DOCK
 TV0082'AREA.  TURN LEFT FOLLOWING MAIN ROAD AND GO NORTHERLY FOR 0.5 KM
 TV0082'(0.3 MI) TO A SIDE ROAD LEFT, JUST AFTER A SHARP CURVE.  TURN
 TV0082'LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) TO END OF ROAD AND
 TV0082'STATION.
 TV0082'
 TV0082'THE STATION IS THE TOP CENTER OF THE WHITE LIGHT ATOP A 25 FOOT
 TV0082'RANGE TOWER.
 TV0082'
 TV0082'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0082
 TV0082                          STATION RECOVERY (1982)
 TV0082
 TV0082'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0082'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TV0082
 TV0082                          STATION RECOVERY (1995)
 TV0082
 TV0082'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1496 ***********************************************************************
 TV1496  DESIGNATION -  CHV 1 3
 TV1496  PID         -  TV1496
 TV1496  STATE/COUNTY-  VQ/ST CROIX
 TV1496  COUNTRY     -  US
 TV1496  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV1496
 TV1496                         *CURRENT SURVEY CONTROL
 TV1496  ______________________________________________________________________
 TV1496* NAD 83(1997) POSITION- 17 45 18.67122(N) 064 41 40.24089(W)   ADJUSTED
 TV1496* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1496  ______________________________________________________________________
 TV1496  GEOID HEIGHT    -        -41.365 (meters)                     GEOID18
 TV1496  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 TV1496  HORZ ORDER      -  THIRD
 TV1496  VERT ORDER      -  THIRD (See Below)
 TV1496
 TV1496.The horizontal coordinates were established by classical geodetic methods
 TV1496.and adjusted by the National Geodetic Survey in May 1997.
 TV1496
 TV1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1496
 TV1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1496.GEOID18 height accuracy estimate available here.
 TV1496
 TV1496.The vertical order pertains to the NGVD 29 superseded value.
 TV1496
 TV1496.Click photographs - Photos may exist for this station.
 TV1496
 TV1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1496
 TV1496. The following values were computed from the NAD 83(1997) position.
 TV1496
 TV1496;                    North         East     Units Scale Factor Converg.
 TV1496;SPC PRVI     -   192,226.177   384,404.836   MT  1.00002853   +0 32 38.6
 TV1496;UTM  20      - 1,963,910.961   320,347.219   MT  0.99999905   -0 31 00.8
 TV1496
 TV1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2034763910(NAD 83)
 TV1496
 TV1496                          SUPERSEDED SURVEY CONTROL
 TV1496
 TV1496  NAD 83(1993)-  17 45 18.66949(N)    064 41 40.25088(W) AD(       ) 3
 TV1496  NAD 83(1986)-  17 45 18.65103(N)    064 41 40.22461(W) AD(       ) 3
 TV1496  LMSL                  7.82   (m)           25.7    (f) LEVELING    3  
 TV1496
 TV1496.Superseded values are not recommended for survey control.
 TV1496
 TV1496.NGS no longer adjusts projects to the PR datum.
 TV1496.See file dsdata.pdf to determine how the superseded data were derived.
 TV1496
 TV1496_MARKER: M = AMMO SHELL CASING
 TV1496_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV1496+WITH SETTING: PAVEMENT
 TV1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1496+STABILITY: SURFACE MOTION
 TV1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1496+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 TV1496
 TV1496  HISTORY     - Date     Condition        Report By
 TV1496  HISTORY     - 1982     MONUMENTED       NOS
 TV1496  HISTORY     - 20070626 GOOD             INDIV
 TV1496
 TV1496                          STATION DESCRIPTION
 TV1496
 TV1496'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1496'THE STATION IS A 50MM SHELL CASING IMBEDDED IN CONCRETE STAMPED
 TV1496'---CHV 1 3,1962 CORPS OF ENGINEERS---. TO REACH FROM CHRISTIANSTED
 TV1496'FRONT RANGE LIGHT PROCEED NORTHEAST FROM THE BASE OF THE TOWER
 TV1496'FOR 8.5 METERS (28.0 FT),AND 7.3 METERS (24 FT) FROM THE CORNER
 TV1496'OF A BUILDING ON THE SITE OF OLD FORT CHRISTIANSTED.
 TV1496
 TV1496                          STATION RECOVERY (2007)
 TV1496
 TV1496'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HI)
 TV1496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0469 ***********************************************************************
 TV0469  DESIGNATION -  CINNAMON CIN 1918
 TV0469  PID         -  TV0469
 TV0469  STATE/COUNTY-  VQ/ST JOHN
 TV0469  COUNTRY     -  US
 TV0469  USGS QUAD   -  CRUZ BAY (2013)
 TV0469
 TV0469                         *CURRENT SURVEY CONTROL
 TV0469  ______________________________________________________________________
 TV0469* NAD 83(1997) POSITION- 18 21 23.06491(N) 064 45 23.02106(W)   NO CHECK
 TV0469* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0469  ______________________________________________________________________
 TV0469  GEOID HEIGHT    -        -42.207 (meters)                     GEOID18
 TV0469  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 TV0469  HORZ ORDER      -  THIRD
 TV0469
 TV0469.The horizontal coordinates were established by classical geodetic methods
 TV0469.and adjusted by the National Geodetic Survey in May 1997.
 TV0469
 TV0469.No horizontal observational check was made to the station.
 TV0469
 TV0469.The orthometric height was scaled from a topographic map.
 TV0469
 TV0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0469.GEOID18 height accuracy estimate available here.
 TV0469
 TV0469.Click photographs - Photos may exist for this station.
 TV0469
 TV0469.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0469
 TV0469. The following values were computed from the NAD 83(1997) position.
 TV0469
 TV0469;                    North         East     Units Scale Factor Converg.
 TV0469;SPC PRVI     -   258,706.099   377,232.815   MT  0.99999624   +0 31 28.9
 TV0469;UTM  20      - 2,030,513.760   314,417.100   MT  1.00002580   -0 33 11.9
 TV0469
 TV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1441730513(NAD 83)
 TV0469
 TV0469                          SUPERSEDED SURVEY CONTROL
 TV0469
 TV0469  NAD 83(1993)-  18 21 23.06694(N)    064 45 23.02249(W) AD(       ) 3
 TV0469  NAD 83(1986)-  18 21 23.03183(N)    064 45 22.98701(W) AD(       ) 3
 TV0469  PR          -  18 21 30.19822(N)    064 45 24.49296(W) AD(       ) 3
 TV0469
 TV0469.Superseded values are not recommended for survey control.
 TV0469
 TV0469.NGS no longer adjusts projects to the PR datum.
 TV0469.See file dsdata.pdf to determine how the superseded data were derived.
 TV0469
 TV0469
 TV0469  HISTORY     - Date     Condition        Report By
 TV0469  HISTORY     - 1918     MONUMENTED       CGS
 TV0469  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0469  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0469
 TV0469                          STATION DESCRIPTION
 TV0469
 TV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0469'MARK WAS RECOVERED.  SMALL ISLAND CALLED CINNAMON CAY, IN
 TV0469'FRANCIS BAY.  REGULATION DISK CEMENTED IN A CONCRETE BASE.
 TV0469
 TV0469                          STATION RECOVERY (1975)
 TV0469
 TV0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0469'STATION RECOVERED IN GOOD CONDITION WITH THE USE OF A
 TV0469'QUADRANGLE MAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0129 ***********************************************************************
 TV0129  DESIGNATION -  CLIFTON MILL
 TV0129  PID         -  TV0129
 TV0129  STATE/COUNTY-  VQ/ST CROIX
 TV0129  COUNTRY     -  US
 TV0129  USGS QUAD   -  LONG POINT (2013)
 TV0129
 TV0129                         *CURRENT SURVEY CONTROL
 TV0129  ______________________________________________________________________
 TV0129* NAD 83(1997) POSITION- 17 43 33.99736(N) 064 46 30.30831(W)   ADJUSTED
 TV0129  ______________________________________________________________________
 TV0129  GEOID HEIGHT    -        -41.376 (meters)                     GEOID18
 TV0129  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 TV0129  HORZ ORDER      -  THIRD
 TV0129
 TV0129.The horizontal coordinates were established by classical geodetic methods
 TV0129.and adjusted by the National Geodetic Survey in May 1997.
 TV0129
 TV0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0129.GEOID18 height accuracy estimate available here.
 TV0129
 TV0129.Click photographs - Photos may exist for this station.
 TV0129
 TV0129.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0129
 TV0129. The following values were computed from the NAD 83(1997) position.
 TV0129
 TV0129;                    North         East     Units Scale Factor Converg.
 TV0129;SPC PRVI     -   188,928.884   375,889.186   MT  1.00003286   +0 31 07.8
 TV0129;UTM  20      - 1,960,771.837   311,772.122   MT  1.00003806   -0 32 26.2
 TV0129
 TV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1177260771(NAD 83)
 TV0129
 TV0129                          SUPERSEDED SURVEY CONTROL
 TV0129
 TV0129  NAD 83(1993)-  17 43 33.99563(N)    064 46 30.31806(W) AD(       ) 3
 TV0129  NAD 83(1986)-  17 43 33.97933(N)    064 46 30.29630(W) AD(       ) 3
 TV0129  PR          -  17 43 41.07215(N)    064 46 31.77459(W) AD(       ) 3
 TV0129
 TV0129.Superseded values are not recommended for survey control.
 TV0129
 TV0129.NGS no longer adjusts projects to the PR datum.
 TV0129.See file dsdata.pdf to determine how the superseded data were derived.
 TV0129
 TV0129
 TV0129  HISTORY     - Date     Condition        Report By
 TV0129  HISTORY     - 1918     MONUMENTED       CGS
 TV0129  HISTORY     - 1977     GOOD             NGS
 TV0129  HISTORY     - 19950427 GOOD             USPSQD
 TV0129
 TV0129                          STATION DESCRIPTION
 TV0129
 TV0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0129'STATION RECOVERED IN GOOD CONDITION.
 TV0129
 TV0129                          STATION RECOVERY (1995)
 TV0129
 TV0129'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0105 ***********************************************************************
 TV0105  DESIGNATION -  CLOCK STEEPLE
 TV0105  PID         -  TV0105
 TV0105  STATE/COUNTY-  VQ/ST CROIX
 TV0105  COUNTRY     -  US
 TV0105  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0105
 TV0105                         *CURRENT SURVEY CONTROL
 TV0105  ______________________________________________________________________
 TV0105* NAD 83(1997) POSITION- 17 44 46.41065(N) 064 42 09.26327(W)   ADJUSTED
 TV0105  ______________________________________________________________________
 TV0105  GEOID HEIGHT    -        -41.305 (meters)                     GEOID18
 TV0105  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 TV0105  HORZ ORDER      -  THIRD
 TV0105
 TV0105.The horizontal coordinates were established by classical geodetic methods
 TV0105.and adjusted by the National Geodetic Survey in May 1997.
 TV0105
 TV0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0105.GEOID18 height accuracy estimate available here.
 TV0105
 TV0105.Click photographs - Photos may exist for this station.
 TV0105
 TV0105.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0105
 TV0105. The following values were computed from the NAD 83(1997) position.
 TV0105
 TV0105;                    North         East     Units Scale Factor Converg.
 TV0105;SPC PRVI     -   191,226.281   383,559.272   MT  1.00002984   +0 32 29.5
 TV0105;UTM  20      - 1,962,926.919   319,483.313   MT  1.00000290   -0 31 08.7
 TV0105
 TV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1948362926(NAD 83)
 TV0105
 TV0105                          SUPERSEDED SURVEY CONTROL
 TV0105
 TV0105  NAD 83(1993)-  17 44 46.40896(N)    064 42 09.27324(W) AD(       ) 3
 TV0105  NAD 83(1986)-  17 44 46.39333(N)    064 42 09.24640(W) AD(       ) 3
 TV0105  PR          -  17 44 53.48911(N)    064 42 10.73224(W) AD(       ) 3
 TV0105
 TV0105.Superseded values are not recommended for survey control.
 TV0105
 TV0105.NGS no longer adjusts projects to the PR datum.
 TV0105.See file dsdata.pdf to determine how the superseded data were derived.
 TV0105
 TV0105_MARKER: 89 = SPIRE
 TV0105_SETTING: 0 = UNSPECIFIED SETTING
 TV0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0105
 TV0105  HISTORY     - Date     Condition        Report By
 TV0105  HISTORY     - 1919     FIRST OBSERVED   CGS
 TV0105  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0105  HISTORY     - 1982     GOOD             NOS
 TV0105  HISTORY     - 19950427 GOOD             USPSQD
 TV0105
 TV0105                          STATION DESCRIPTION
 TV0105
 TV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0105'STATION IS IN PLACE.
 TV0105
 TV0105                          STATION RECOVERY (1982)
 TV0105
 TV0105'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0105'THE STATION WAS RECOVERED IN GOOD CONDITION.THE STATION IS THE
 TV0105'STEEPLE ATOP A SQUARE TOWER THAT APPEARS TO BE A BELL TOWER
 TV0105'WITHOUT A BELL, IT IS LOCATED IN DOWNTOWN CHRISTIANSTED.
 TV0105
 TV0105                          STATION RECOVERY (1995)
 TV0105
 TV0105'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0057 ***********************************************************************
 TV0057  DESIGNATION -  COAKLEY BAY MILL
 TV0057  PID         -  TV0057
 TV0057  STATE/COUNTY-  VQ/ST CROIX
 TV0057  COUNTRY     -  US
 TV0057  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0057
 TV0057                         *CURRENT SURVEY CONTROL
 TV0057  ______________________________________________________________________
 TV0057* NAD 83(1997) POSITION- 17 45 32.80963(N) 064 38 27.25425(W)   ADJUSTED
 TV0057  ______________________________________________________________________
 TV0057  GEOID HEIGHT    -        -41.291 (meters)                     GEOID18
 TV0057  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 TV0057  HORZ ORDER      -  THIRD
 TV0057
 TV0057.The horizontal coordinates were established by classical geodetic methods
 TV0057.and adjusted by the National Geodetic Survey in May 1997.
 TV0057
 TV0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0057.GEOID18 height accuracy estimate available here.
 TV0057
 TV0057.Click photographs - Photos may exist for this station.
 TV0057
 TV0057.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0057
 TV0057. The following values were computed from the NAD 83(1997) position.
 TV0057
 TV0057;                    North         East     Units Scale Factor Converg.
 TV0057;SPC PRVI     -   192,715.653   390,085.552   MT  1.00002796   +0 33 39.0
 TV0057;UTM  20      - 1,964,295.128   326,035.789   MT  0.99997418   -0 30 02.3
 TV0057
 TV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2603564295(NAD 83)
 TV0057
 TV0057                          SUPERSEDED SURVEY CONTROL
 TV0057
 TV0057  NAD 83(1993)-  17 45 32.80786(N)    064 38 27.26425(W) AD(       ) 3
 TV0057  NAD 83(1986)-  17 45 32.79378(N)    064 38 27.23949(W) AD(       ) 3
 TV0057  PR          -  17 45 39.88942(N)    064 38 28.72942(W) AD(       ) 3
 TV0057
 TV0057.Superseded values are not recommended for survey control.
 TV0057
 TV0057.NGS no longer adjusts projects to the PR datum.
 TV0057.See file dsdata.pdf to determine how the superseded data were derived.
 TV0057
 TV0057
 TV0057  HISTORY     - Date     Condition        Report By
 TV0057  HISTORY     - 1918     MONUMENTED       CGS
 TV0057  HISTORY     - 1925     GOOD             CGS
 TV0057
 TV0057                          STATION DESCRIPTION
 TV0057
 TV0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0057'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0509 ***********************************************************************
 TV0509  DESIGNATION -  COCUL 1918
 TV0509  PID         -  TV0509
 TV0509  STATE/COUNTY-  VQ/ST THOMAS
 TV0509  COUNTRY     -  US
 TV0509  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0509
 TV0509                         *CURRENT SURVEY CONTROL
 TV0509  ______________________________________________________________________
 TV0509* NAD 83(1997) POSITION- 18 18 36.03565(N) 064 53 53.28016(W)   NO CHECK
 TV0509* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0509  ______________________________________________________________________
 TV0509  GEOID HEIGHT    -        -42.202 (meters)                     GEOID18
 TV0509  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 TV0509  HORZ ORDER      -  THIRD
 TV0509
 TV0509.The horizontal coordinates were established by classical geodetic methods
 TV0509.and adjusted by the National Geodetic Survey in May 1997.
 TV0509
 TV0509.No horizontal observational check was made to the station.
 TV0509
 TV0509.The orthometric height was scaled from a topographic map.
 TV0509
 TV0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0509.GEOID18 height accuracy estimate available here.
 TV0509
 TV0509.Click photographs - Photos may exist for this station.
 TV0509
 TV0509.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0509
 TV0509. The following values were computed from the NAD 83(1997) position.
 TV0509
 TV0509;                    North         East     Units Scale Factor Converg.
 TV0509;SPC PRVI     -   253,439.500   362,296.117   MT  0.99999483   +0 28 49.2
 TV0509;UTM  20      - 2,025,528.631   299,383.022   MT  1.00009759   -0 35 47.5
 TV0509
 TV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9938325528(NAD 83)
 TV0509
 TV0509                          SUPERSEDED SURVEY CONTROL
 TV0509
 TV0509  NAD 83(1993)-  18 18 36.03499(N)    064 53 53.28609(W) AD(       ) 3
 TV0509  NAD 83(1986)-  18 18 36.00314(N)    064 53 53.24979(W) AD(       ) 3
 TV0509  PR          -  18 18 43.16595(N)    064 53 54.73581(W) AD(       ) 3
 TV0509
 TV0509.Superseded values are not recommended for survey control.
 TV0509
 TV0509.NGS no longer adjusts projects to the PR datum.
 TV0509.See file dsdata.pdf to determine how the superseded data were derived.
 TV0509
 TV0509_MARKER: Z = SEE DESCRIPTION
 TV0509_SETTING: 0 = UNSPECIFIED SETTING
 TV0509
 TV0509  HISTORY     - Date     Condition        Report By
 TV0509  HISTORY     - 1918     MONUMENTED       CGS
 TV0509  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0509  HISTORY     - 1972     MARK NOT FOUND   NGS
 TV0509
 TV0509                          STATION DESCRIPTION
 TV0509
 TV0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0509'STATION IS ON THE HIGHEST PART OF COCULUS POINT.  THIS POINT
 TV0509'IS 1.5 MILES E OF THE EAST POINT LIGHT.  THE POINT IS BOLD
 TV0509'AND FLAT-TOPPED.
 TV0509'
 TV0509'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0509'AN OUTCROPPING ROCK 1.3 METERS FROM THE EDGE OF THE CLIFF.  THE
 TV0509'ROCK PROJECTS 0.15 METER ABOVE THE SURFACE AND IS 0.45 METER
 TV0509'IN DIAMETER.
 TV0509'
 TV0509'BUCK ISLAND BEARS S 9 DEG 27 MIN 18 SEC E (TRUE).
 TV0509
 TV0509                          STATION RECOVERY (1923)
 TV0509
 TV0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0509'STATION FOUND AS DESCRIBED.
 TV0509
 TV0509                          STATION RECOVERY (1972)
 TV0509
 TV0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0509'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  STATION WAS PROBABLY
 TV0509'DESTROYED DUE TO CONSTRUCTION IN THE AREA AND EROSION OF CLIFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0499 ***********************************************************************
 TV0499  DESIGNATION -  COKI 1918
 TV0499  PID         -  TV0499
 TV0499  STATE/COUNTY-  VQ/ST THOMAS
 TV0499  COUNTRY     -  US
 TV0499  USGS QUAD   -  CRUZ BAY (2013)
 TV0499
 TV0499                         *CURRENT SURVEY CONTROL
 TV0499  ______________________________________________________________________
 TV0499* NAD 83(1997) POSITION- 18 20 57.75914(N) 064 51 45.69939(W)   ADJUSTED
 TV0499* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0499  ______________________________________________________________________
 TV0499  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 TV0499  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 TV0499  HORZ ORDER      -  THIRD
 TV0499
 TV0499.The horizontal coordinates were established by classical geodetic methods
 TV0499.and adjusted by the National Geodetic Survey in May 1997.
 TV0499
 TV0499.The orthometric height was scaled from a topographic map.
 TV0499
 TV0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0499.GEOID18 height accuracy estimate available here.
 TV0499
 TV0499.Click photographs - Photos may exist for this station.
 TV0499
 TV0499.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0499
 TV0499. The following values were computed from the NAD 83(1997) position.
 TV0499
 TV0499;                    North         East     Units Scale Factor Converg.
 TV0499;SPC PRVI     -   257,828.465   366,005.154   MT  0.99999598   +0 29 29.2
 TV0499;UTM  20      - 2,029,847.478   303,174.285   MT  1.00007896   -0 35 11.7
 TV0499
 TV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0317429847(NAD 83)
 TV0499
 TV0499                          SUPERSEDED SURVEY CONTROL
 TV0499
 TV0499  NAD 83(1993)-  18 20 57.76042(N)    064 51 45.70398(W) AD(       ) 3
 TV0499  NAD 83(1986)-  18 20 57.72760(N)    064 51 45.66657(W) AD(       ) 3
 TV0499  PR          -  18 21 04.89514(N)    064 51 47.15684(W) AD(       ) 3
 TV0499
 TV0499.Superseded values are not recommended for survey control.
 TV0499
 TV0499.NGS no longer adjusts projects to the PR datum.
 TV0499.See file dsdata.pdf to determine how the superseded data were derived.
 TV0499
 TV0499_MARKER: Z = SEE DESCRIPTION
 TV0499_SETTING: 0 = UNSPECIFIED SETTING
 TV0499
 TV0499  HISTORY     - Date     Condition        Report By
 TV0499  HISTORY     - 1918     MONUMENTED       CGS
 TV0499  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0499
 TV0499                          STATION DESCRIPTION
 TV0499
 TV0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0499'THIS STATION IS LOCATED ON THE N SHORE OF THE ISLAND OF
 TV0499'ST. THOMAS, OPPOSITE THATCH CAY.  IT IS ON THE OUTERMOST
 TV0499'POINT OF COKI POINT.  STATION IS MARKED BY A STANDARD BRASS
 TV0499'DISK CEMENTED IN A DRILL HOLE IN A DEPRESSION OF WEATHER
 TV0499'WORN ROCK.
 TV0499'
 TV0499'COKI POINT IS A LOW WOODED POINT WITH ROCKY LEDGES MAKING
 TV0499'OUT FROM THE WOODED PART TO THE WATER LINE.  A SMALL PORTION
 TV0499'OF HANS LOLLIK JUST SHOWS INSIDE THE WESTERNMOST END OF
 TV0499'THATCH CAY, A WHITE HOUSE JUST BELOW THE HIGHEST HILL ON
 TV0499'THATCH CAY BEARS 54 DEG (PRISMATIC COMPASS).  TURTLE BACK
 TV0499'ROCK BEARS 125 DEG (PRISMATIC COMPASS).  A WHITE HOUSE ON THE
 TV0499'HILL, JUST OVER SMITHS BAY, BEARS 160 DEG (PRISMATIC
 TV0499'COMPASS).  THE STATION IS ABOUT 7 FEET ABOVE THE
 TV0499'HIGH WATER.
 TV0499'
 TV0499'A STANDARD REFERENCE DISK WAS CEMENTED IN A DRILL HOLE IN A
 TV0499'PIECE OF SLANTING BEDROCK NEARBY.
 TV0499
 TV0499                          STATION RECOVERY (1975)
 TV0499
 TV0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0499'STATION AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  ORIGINAL
 TV0499'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0436 ***********************************************************************
 TV0436  DESIGNATION -  CORAL 1918
 TV0436  PID         -  TV0436
 TV0436  STATE/COUNTY-  VQ/ST JOHN
 TV0436  COUNTRY     -  US
 TV0436  USGS QUAD   -  CORAL BAY (2013)
 TV0436
 TV0436                         *CURRENT SURVEY CONTROL
 TV0436  ______________________________________________________________________
 TV0436* NAD 83(1997) POSITION- 18 18 56.37834(N) 064 41 13.64734(W)   ADJUSTED
 TV0436* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0436  ______________________________________________________________________
 TV0436  GEOID HEIGHT    -        -42.338 (meters)                     GEOID18
 TV0436  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 TV0436  HORZ ORDER      -  THIRD
 TV0436
 TV0436.The horizontal coordinates were established by classical geodetic methods
 TV0436.and adjusted by the National Geodetic Survey in May 1997.
 TV0436
 TV0436.The orthometric height was scaled from a topographic map.
 TV0436
 TV0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0436.GEOID18 height accuracy estimate available here.
 TV0436
 TV0436.Click photographs - Photos may exist for this station.
 TV0436
 TV0436.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0436
 TV0436. The following values were computed from the NAD 83(1997) position.
 TV0436
 TV0436;                    North         East     Units Scale Factor Converg.
 TV0436;SPC PRVI     -   254,264.782   384,596.683   MT  0.99999497   +0 32 46.9
 TV0436;UTM  20      - 2,025,934.711   321,696.261   MT  0.99999305   -0 31 49.2
 TV0436
 TV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2169625934(NAD 83)
 TV0436
 TV0436                          SUPERSEDED SURVEY CONTROL
 TV0436
 TV0436  NAD 83(1993)-  18 18 56.38016(N)    064 41 13.64760(W) AD(       ) 3
 TV0436  NAD 83(1986)-  18 18 56.34459(N)    064 41 13.61429(W) AD(       ) 3
 TV0436  PR          -  18 19 03.50573(N)    064 41 15.12565(W) AD(       ) 3
 TV0436
 TV0436.Superseded values are not recommended for survey control.
 TV0436
 TV0436.NGS no longer adjusts projects to the PR datum.
 TV0436.See file dsdata.pdf to determine how the superseded data were derived.
 TV0436
 TV0436_MARKER: Z = SEE DESCRIPTION
 TV0436_SETTING: 0 = UNSPECIFIED SETTING
 TV0436
 TV0436  HISTORY     - Date     Condition        Report By
 TV0436  HISTORY     - 1918     MONUMENTED       CGS
 TV0436  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0436
 TV0436                          STATION DESCRIPTION
 TV0436
 TV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0436'STATION IS ON THE HIGHEST PART OF BUCK ISLAND, WHICH LIES IN
 TV0436'THE ENTRANCE TO CORAL BAY.  THE STATION IS ABOUT EQUIDISTANT
 TV0436'FROM THE NE AND S EDGES.
 TV0436'
 TV0436'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0436'A CRACK OF THE BEDROCK.
 TV0436'
 TV0436'SUGAR MILL AT CAROLINA IS JUST OFF RANGE WITH THE ESTATE
 TV0436'HOUSE.
 TV0436'
 TV0436'ONE BRASS REFERENCE MARK WAS PLACED, BUT ITS DISTANCE AND
 TV0436'DIRECTION FROM THE STATION WAS NOT MEASURED.
 TV0436'
 TV0436'WATER ROCK POINT IS IN RANGE WITH EMMAUS MISSION HOUSE.
 TV0436
 TV0436                          STATION RECOVERY (1926)
 TV0436
 TV0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0436'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3915 ***********************************************************************
 DL3915  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3915  DESIGNATION -  CORI
 DL3915  PID         -  DL3915
 DL3915  STATE/COUNTY-  VQ/ST THOMAS
 DL3915  COUNTRY     -  US
 DL3915  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3915
 DL3915                         *CURRENT SURVEY CONTROL
 DL3915  ______________________________________________________________________
 DL3915* NAD 83(1986) POSITION- 18 19 59.40   (N) 064 57 09.17   (W)   HD_HELD1
 DL3915* VIVD09  ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 DL3915  ______________________________________________________________________
 DL3915  GEOID HEIGHT    -        -42.202 (meters)                     GEOID18
 DL3915  VERT ORDER      -  FIRST     CLASS II
 DL3915
 DL3915.The horizontal coordinates were determined by differentially corrected
 DL3915.hand held GPS observations or other comparable positioning techniques
 DL3915.and have an estimated accuracy of +/- 3 meters.
 DL3915
 DL3915.The orthometric height was determined by differential leveling and
 DL3915.adjusted by the NATIONAL GEODETIC SURVEY
 DL3915.in April 2012.
 DL3915
 DL3915.No vertical observational check was made to the station.
 DL3915
 DL3915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3915.GEOID18 height accuracy estimate available here.
 DL3915
 DL3915.This Tidal Bench Mark is designated as VM 23565
 DL3915.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3915
 DL3915.Click photographs - Photos may exist for this station.
 DL3915
 DL3915;                    North         East    Units  Estimated Accuracy
 DL3915;SPC PRVI     -   255,955.1     356,523.1     MT  (+/- 3 meters HH1 GPS) 
 DL3915
 DL3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9365728152(NAD 83)
 DL3915
 DL3915                          SUPERSEDED SURVEY CONTROL
 DL3915
 DL3915.No superseded survey control is available for this station.
 DL3915
 DL3915_MARKER: DV = VERTICAL CONTROL DISK
 DL3915_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3915_SP_SET: SEAWALL
 DL3915_STAMPING: CORI 2007
 DL3915_MARK LOGO: NGS
 DL3915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3915+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3915
 DL3915  HISTORY     - Date     Condition        Report By
 DL3915  HISTORY     - 20070724 MONUMENTED       NGS
 DL3915
 DL3915                          STATION DESCRIPTION
 DL3915
 DL3915'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3915'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3915'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 DL3915'
 DL3915'STARTING FROM THE UNITED STATES COAST GUARD STATION IN CHARLOTTE
 DL3915'AMALIE, AT THE INTERSECTION OF PORT PLADSON AND HIGHWAY 30, GO 1.38 MI
 DL3915'(2.2 KM) WESTERLY ALONG HIGHWAY 30 TO A 'Y' INTERSECTION, STAY LEFT,
 DL3915'GO 0.33 MI (0.5 KM) TO A ROAD ON THE LEFT WITH AN IRON FENCE TURN LEFT
 DL3915'THEN GO 130 FT (39.6 M) TO THE CROWN BAY MARINA ENTRANCE, THEN AN
 DL3915'IMMEDIATE RIGHT INTO THE FIRST PARKING AREA, GO 400 FT (121.9 M) TO
 DL3915'THE SEAWALL AND DOCK.
 DL3915'
 DL3915'THE DISK IS SET INTO THE MOST SOUTHWESTERLY CONCRETE SEAWALL IN THE
 DL3915'MARINA, IN LINE WITH THE CENTERLINE OF AN ACCESS DRIVEWAY, 30.4 M
 DL3915'(99.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A TRANSFORMER, 12.3 M
 DL3915'(40.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TRANSFORMER, 6.3 M
 DL3915'(20.7 FT) NORTH OF A TREE, 5.8 M (19.0 FT) SOUTHEAST OF A TREE, 1.2 M
 DL3915'(3.9 FT) NORTHWEST OF A BALLARD, 0.4 M (1.3 FT) SOUTHWEST OF THE
 DL3915'BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0042 ***********************************************************************
 TV0042  DESIGNATION -  COTTON 1919
 TV0042  PID         -  TV0042
 TV0042  STATE/COUNTY-  VQ/ST CROIX
 TV0042  COUNTRY     -  US
 TV0042  USGS QUAD   -  BUCK ISLAND (2013)
 TV0042
 TV0042                         *CURRENT SURVEY CONTROL
 TV0042  ______________________________________________________________________
 TV0042* NAD 83(1997) POSITION- 17 45 40.98888(N) 064 34 58.83939(W)   ADJUSTED
 TV0042* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0042  ______________________________________________________________________
 TV0042  GEOID HEIGHT    -        -41.290 (meters)                     GEOID18
 TV0042  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 TV0042  HORZ ORDER      -  THIRD
 TV0042
 TV0042.The horizontal coordinates were established by classical geodetic methods
 TV0042.and adjusted by the National Geodetic Survey in May 1997.
 TV0042
 TV0042.The orthometric height was scaled from a topographic map.
 TV0042
 TV0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0042.GEOID18 height accuracy estimate available here.
 TV0042
 TV0042.Click photographs - Photos may exist for this station.
 TV0042
 TV0042.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0042
 TV0042. The following values were computed from the NAD 83(1997) position.
 TV0042
 TV0042;                    North         East     Units Scale Factor Converg.
 TV0042;SPC PRVI     -   193,028.174   396,222.309   MT  1.00002764   +0 34 44.2
 TV0042;UTM  20      - 1,964,493.873   332,176.874   MT  0.99994823   -0 28 58.9
 TV0042
 TV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3217664493(NAD 83)
 TV0042
 TV0042                          SUPERSEDED SURVEY CONTROL
 TV0042
 TV0042  NAD 83(1993)-  17 45 40.98721(N)    064 34 58.84991(W) AD(       ) 3
 TV0042  NAD 83(1986)-  17 45 40.97950(N)    064 34 58.82515(W) AD(       ) 3
 TV0042  PR          -  17 45 48.07253(N)    064 35 00.32878(W) AD(       ) 3
 TV0042
 TV0042.Superseded values are not recommended for survey control.
 TV0042
 TV0042.NGS no longer adjusts projects to the PR datum.
 TV0042.See file dsdata.pdf to determine how the superseded data were derived.
 TV0042
 TV0042_MARKER: Z = SEE DESCRIPTION
 TV0042_SETTING: 0 = UNSPECIFIED SETTING
 TV0042
 TV0042  HISTORY     - Date     Condition        Report By
 TV0042  HISTORY     - 1919     MONUMENTED       CGS
 TV0042  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0042  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0042  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TV0042
 TV0042                          STATION DESCRIPTION
 TV0042
 TV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0042'STATION IS ON THE PROMINENT POINT TO THE E OF COTTON VALLEY
 TV0042'ESTATE, N SHORE, E END OF ST. CROIX.  THIS POINT IS OPPOSITE
 TV0042'THE E END OF THE LONG REEF RUNNING PARALLEL TO THE N SHORE
 TV0042'OF THE E PART OF THE ISLAND.
 TV0042'
 TV0042'STATION IS ON TOP OF THE KNOLL RISING BACK OF THE SHORE LINE
 TV0042'OF THE POINT.
 TV0042'
 TV0042'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0042'CEMENTED IN A CRACK OF A ROCK.
 TV0042
 TV0042                          STATION RECOVERY (1921)
 TV0042
 TV0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0042'STATION WAS FOUND AS DESCRIBED, BUT THE DESCRIPTION IS
 TV0042'VAGUE.  IT IS NOT OPPOSITE END REEF, FOR REEF CONTINUES ALMOST
 TV0042'TO END OF ISLAND, AND IT IS NOT E OF COTTON VALLEY, BUT COTTON
 TV0042'GROVE, FOR COTTON VALLEY IS SEVERAL MILES W, THE BRITISH
 TV0042'ADMIRALTY CHART NOTWITHSTANDING.
 TV0042'
 TV0042'A BETTER DESCRIPTION FOLLOWS--STATION TOPS THE PROMINENT
 TV0042'KNOLL (55 FEET) THAT IS ON SECOND POINT ALONG N SHORE FROM EAST
 TV0042'POINT, AND 1-1/4 MILES FROM IT.  THIS PLACE IS NE OF THE VALLEY
 TV0042'KNOWN AS COTTON GARDEN.
 TV0042'
 TV0042'INTERSECTION STATION BY THIS PARTY.
 TV0042
 TV0042                          STATION RECOVERY (1925)
 TV0042
 TV0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0042'STATION WAS FOUND AS DESCRIBED.
 TV0042
 TV0042                          STATION RECOVERY (1958)
 TV0042
 TV0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TV0042'STATION IS PROBABLY DESTROYED.  THE TOP OF THIS KNOLL HAS
 TV0042'BEEN GRADED OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0049 ***********************************************************************
 TV0049  DESIGNATION -  COTTON GARDEN
 TV0049  PID         -  TV0049
 TV0049  STATE/COUNTY-  VQ/ST CROIX
 TV0049  COUNTRY     -  US
 TV0049  USGS QUAD   -  BUCK ISLAND (2013)
 TV0049
 TV0049                         *CURRENT SURVEY CONTROL
 TV0049  ______________________________________________________________________
 TV0049* NAD 83(1997) POSITION- 17 45 33.20950(N) 064 34 58.61043(W)   ADJUSTED
 TV0049* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0049  ______________________________________________________________________
 TV0049  GEOID HEIGHT    -        -41.282 (meters)                     GEOID18
 TV0049  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 TV0049  HORZ ORDER      -  THIRD
 TV0049
 TV0049.The horizontal coordinates were established by classical geodetic methods
 TV0049.and adjusted by the National Geodetic Survey in May 1997.
 TV0049
 TV0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0049
 TV0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0049.GEOID18 height accuracy estimate available here.
 TV0049
 TV0049.Click photographs - Photos may exist for this station.
 TV0049
 TV0049.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0049
 TV0049. The following values were computed from the NAD 83(1997) position.
 TV0049
 TV0049;                    North         East     Units Scale Factor Converg.
 TV0049;SPC PRVI     -   192,789.080   396,231.470   MT  1.00002795   +0 34 44.3
 TV0049;UTM  20      - 1,964,254.669   332,181.602   MT  0.99994821   -0 28 58.6
 TV0049
 TV0049:                Primary Azimuth Mark                     Grid Az
 TV0049:SPC PRVI     -  LAMB                                     086 34 00.2
 TV0049:UTM  20      -  LAMB                                     087 37 43.1
 TV0049
 TV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3218164254(NAD 83)
 TV0049
 TV0049|---------------------------------------------------------------------|
 TV0049| PID    Reference Object                     Distance      Geod. Az  |
 TV0049|                                                           dddmmss.s |
 TV0049| TV0040 LAMB                                APPROX. 0.9 KM 0870844.5 |
 TV0049|---------------------------------------------------------------------|
 TV0049
 TV0049                          SUPERSEDED SURVEY CONTROL
 TV0049
 TV0049  NAD 83(1993)-  17 45 33.20772(N)    064 34 58.62005(W) AD(       ) 3
 TV0049  NAD 83(1986)-  17 45 33.20032(N)    064 34 58.59442(W) AD(       ) 3
 TV0049  PR          -  17 45 40.29264(N)    064 35 00.10111(W) AD(       ) 3
 TV0049  LMSL    (07/19/86)   31.3    (m)          103.     (f) VERT ANG       
 TV0049
 TV0049.Superseded values are not recommended for survey control.
 TV0049
 TV0049.NGS no longer adjusts projects to the PR datum.
 TV0049.See file dsdata.pdf to determine how the superseded data were derived.
 TV0049
 TV0049_MARKER: DD = SURVEY DISK
 TV0049_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV0049_SP_SET: TOP OF IRREGULAR CONCRETE
 TV0049_STAMPING: COTTON GARDEN 1980
 TV0049_MARK LOGO: NOS
 TV0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0049
 TV0049  HISTORY     - Date     Condition        Report By
 TV0049  HISTORY     - 1980     MONUMENTED       NOS
 TV0049  HISTORY     - 20210703 GOOD             INDIV
 TV0049
 TV0049                          STATION DESCRIPTION
 TV0049
 TV0049'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0049'THE STATION IS LOCATED ON THE EASTERLY END OF ST CROIX ON THE
 TV0049'UPPER RIDGE OF COTTON GARDEN POINT APPOXIMATELY 0.2 MI EAST OF
 TV0049'CRAMER PARK.
 TV0049'
 TV0049'TO REACH THE STATION FROM CRAMER PARK GO EAST ALONG (GRAVEL ROAD
 TV0049'FOR 0.3 KM (0.2 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST
 TV0049'FOR 0.1 KM (0.05 MI) TO CREST OF HILL AND STATION ON LEFT.
 TV0049'
 TV0049'THE STATION IS A STANDARD NOS DISK
 TV0049'STAMPED---COTTON GARDEN 1980---,
 TV0049'CEMENTED IN TOP OF IRREGULAR MASS OF CONCRETE SET FLUSH WITH
 TV0049'GROUND.
 TV0049'IT IS LOCATED
 TV0049'16.0 METERS (52.5 FT) WEST FROM CENTER OF DIRT ROAD AND
 TV0049'3.0 METERS (9.9 FT) NORTH FROM ONE INCH PIPE ONE FOOT ABOVE
 TV0049'GROUND.
 TV0049'
 TV0049'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 TV0049
 TV0049                          STATION RECOVERY (2021)
 TV0049
 TV0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (CWS)
 TV0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0088 ***********************************************************************
 TV0088  DESIGNATION -  COTTON GROVE MILL
 TV0088  PID         -  TV0088
 TV0088  STATE/COUNTY-  VQ/ST CROIX
 TV0088  COUNTRY     -  US
 TV0088  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0088
 TV0088                         *CURRENT SURVEY CONTROL
 TV0088  ______________________________________________________________________
 TV0088* NAD 83(1997) POSITION- 17 43 49.88668(N) 064 38 09.52224(W)   NO CHECK
 TV0088  ______________________________________________________________________
 TV0088  GEOID HEIGHT    -        -41.188 (meters)                     GEOID18
 TV0088  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 TV0088  HORZ ORDER      -  THIRD
 TV0088
 TV0088.The horizontal coordinates were established by classical geodetic methods
 TV0088.and adjusted by the National Geodetic Survey in May 1997.
 TV0088
 TV0088.No horizontal observational check was made to the station.
 TV0088
 TV0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0088.GEOID18 height accuracy estimate available here.
 TV0088
 TV0088.Click photographs - Photos may exist for this station.
 TV0088
 TV0088.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0088
 TV0088. The following values were computed from the NAD 83(1997) position.
 TV0088
 TV0088;                    North         East     Units Scale Factor Converg.
 TV0088;SPC PRVI     -   189,556.593   390,638.945   MT  1.00003219   +0 33 44.5
 TV0088;UTM  20      - 1,961,126.542   326,530.558   MT  0.99997205   -0 29 54.0
 TV0088
 TV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2653061126(NAD 83)
 TV0088
 TV0088                          SUPERSEDED SURVEY CONTROL
 TV0088
 TV0088  NAD 83(1993)-  17 43 49.88492(N)    064 38 09.53221(W) AD(       ) 3
 TV0088  NAD 83(1986)-  17 43 49.87189(N)    064 38 09.50555(W) AD(       ) 3
 TV0088  PR          -  17 43 56.96723(N)    064 38 10.99663(W) AD(       ) 3
 TV0088
 TV0088.Superseded values are not recommended for survey control.
 TV0088
 TV0088.NGS no longer adjusts projects to the PR datum.
 TV0088.See file dsdata.pdf to determine how the superseded data were derived.
 TV0088
 TV0088_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0088
 TV0088  HISTORY     - Date     Condition        Report By
 TV0088  HISTORY     - UNK      MONUMENTED
 TV0088  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0088  HISTORY     - 1980     GOOD             NOS
 TV0088
 TV0088                          STATION DESCRIPTION
 TV0088
 TV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0088'COTTON GROVE MILL IN PLACE.
 TV0088
 TV0088                          STATION RECOVERY (1980)
 TV0088
 TV0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0088'THE OLD MILL STILL EXISTS BUT NOW IS PART OF A HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0053 ***********************************************************************
 TV0053  DESIGNATION -  COTTON VALLEY MILL
 TV0053  PID         -  TV0053
 TV0053  STATE/COUNTY-  VQ/ST CROIX
 TV0053  COUNTRY     -  US
 TV0053  USGS QUAD   -  BUCK ISLAND (2013)
 TV0053
 TV0053                         *CURRENT SURVEY CONTROL
 TV0053  ______________________________________________________________________
 TV0053* NAD 83(1997) POSITION- 17 45 09.32726(N) 064 37 30.60695(W)   ADJUSTED
 TV0053  ______________________________________________________________________
 TV0053  GEOID HEIGHT    -        -41.234 (meters)                     GEOID18
 TV0053  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 TV0053  HORZ ORDER      -  THIRD
 TV0053
 TV0053.The horizontal coordinates were established by classical geodetic methods
 TV0053.and adjusted by the National Geodetic Survey in May 1997.
 TV0053
 TV0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0053.GEOID18 height accuracy estimate available here.
 TV0053
 TV0053.Click photographs - Photos may exist for this station.
 TV0053
 TV0053.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0053
 TV0053. The following values were computed from the NAD 83(1997) position.
 TV0053
 TV0053;                    North         East     Units Scale Factor Converg.
 TV0053;SPC PRVI     -   192,010.136   391,761.348   MT  1.00002891   +0 33 56.7
 TV0053;UTM  20      - 1,963,558.732   327,698.132   MT  0.99996706   -0 29 44.3
 TV0053
 TV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2769863558(NAD 83)
 TV0053
 TV0053                          SUPERSEDED SURVEY CONTROL
 TV0053
 TV0053  NAD 83(1993)-  17 45 09.32548(N)    064 37 30.61696(W) AD(       ) 3
 TV0053  NAD 83(1986)-  17 45 09.31470(N)    064 37 30.59153(W) AD(       ) 3
 TV0053  PR          -  17 45 16.40939(N)    064 37 32.08273(W) AD(       ) 3
 TV0053
 TV0053.Superseded values are not recommended for survey control.
 TV0053
 TV0053.NGS no longer adjusts projects to the PR datum.
 TV0053.See file dsdata.pdf to determine how the superseded data were derived.
 TV0053
 TV0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0053
 TV0053  HISTORY     - Date     Condition        Report By
 TV0053  HISTORY     - UNK      MONUMENTED
 TV0053  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0053  HISTORY     - 1980     GOOD             NOS
 TV0053
 TV0053                          STATION DESCRIPTION
 TV0053
 TV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0053'COTTON VALLEY MILL IN PLACE.
 TV0053
 TV0053                          STATION RECOVERY (1980)
 TV0053
 TV0053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0053'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE
 TV0053'IS NO ROOF ON THIS STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5031 ***********************************************************************
 TZ5031  DESIGNATION -  COWELL BATTERY SIGNAL MAST
 TZ5031  PID         -  TZ5031
 TZ5031  STATE/COUNTY-  VQ/ST THOMAS
 TZ5031  COUNTRY     -  US
 TZ5031  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5031
 TZ5031                         *CURRENT SURVEY CONTROL
 TZ5031  ______________________________________________________________________
 TZ5031* NAD 83(1997) POSITION- 18 19 32.41181(N) 064 55 57.45557(W)   ADJUSTED
 TZ5031* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5031  ______________________________________________________________________
 TZ5031  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TZ5031  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 TZ5031  HORZ ORDER      -  THIRD
 TZ5031
 TZ5031.The horizontal coordinates were established by classical geodetic methods
 TZ5031.and adjusted by the National Geodetic Survey in May 1997.
 TZ5031
 TZ5031.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5031
 TZ5031.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5031.GEOID18 height accuracy estimate available here.
 TZ5031
 TZ5031.Click photographs - Photos may exist for this station.
 TZ5031
 TZ5031.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5031
 TZ5031. The following values were computed from the NAD 83(1997) position.
 TZ5031
 TZ5031;                    North         East     Units Scale Factor Converg.
 TZ5031;SPC PRVI     -   255,142.522   358,635.494   MT  0.99999523   +0 28 10.4
 TZ5031;UTM  20      - 2,027,300.365   295,754.655   MT  1.00011575   -0 36 28.3
 TZ5031
 TZ5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9575427300(NAD 83)
 TZ5031
 TZ5031                          SUPERSEDED SURVEY CONTROL
 TZ5031
 TZ5031  NAD 83(1993)-  18 19 32.40998(N)    064 55 57.46535(W) AD(       ) 3
 TZ5031  LMSL    (07/06/94)   96.4    (m)          316.     (f) VERT ANG       
 TZ5031
 TZ5031.Superseded values are not recommended for survey control.
 TZ5031
 TZ5031.NGS no longer adjusts projects to the PR datum.
 TZ5031.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5031
 TZ5031_MARKER: 18 = SIGNAL MAST
 TZ5031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5031+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5031
 TZ5031  HISTORY     - Date     Condition        Report By
 TZ5031  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5031  HISTORY     - 20050130 GOOD             USPSQD
 TZ5031
 TZ5031                          STATION DESCRIPTION
 TZ5031
 TZ5031'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5031'THE STATION IS LOCATED AT ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5031'NEAR THE SOUTH CENTRAL PART OF THE ISLAND NEAR THE SOUTH END OF
 TZ5031'HASSEL ISLAND ON COWELL HILL AT AN OLD ARTILLERY BATTERY WHICH SERVED
 TZ5031'ST THOMAS HARBOR AND THE EAST GREGERIE CHANNEL.  THE OBJECT IS SAID
 TZ5031'TO HAVE WEATHERED HURRICANE HUGO IN 1989 WHICH MAKES IT SEEM TO BE
 TZ5031'FAIRLY SUBSTANTIAL.  IT HAS THE APPEARANCE OF AN OLD WOODEN SHIPS
 TZ5031'MAST AND AT THE TIME OF POSITIONING HAD THE UNDISTINGUISHABLE REMAINS
 TZ5031'OF A TATTERED FLAG NEAR ITS TOP.  THE MAST APPEARS TO BE SLIGHTLY OUT
 TZ5031'OF PLUMB SO THE POINT INTERSECTED WAS THE CENTER OF THE LOWEST
 TZ5031'VISIBLE POINT OF THE MAIN MAST.
 TZ5031
 TZ5031                          STATION RECOVERY (2005)
 TZ5031
 TZ5031'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0504 ***********************************************************************
 TV0504  DESIGNATION -  COWELLS BATTERY SIG
 TV0504  PID         -  TV0504
 TV0504  STATE/COUNTY-  VQ/ST THOMAS
 TV0504  COUNTRY     -  US
 TV0504  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0504
 TV0504                         *CURRENT SURVEY CONTROL
 TV0504  ______________________________________________________________________
 TV0504* NAD 83(1997) POSITION- 18 19 32.26709(N) 064 55 57.40865(W)   ADJUSTED
 TV0504* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0504  ______________________________________________________________________
 TV0504  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TV0504  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 TV0504  HORZ ORDER      -  THIRD
 TV0504
 TV0504.The horizontal coordinates were established by classical geodetic methods
 TV0504.and adjusted by the National Geodetic Survey in May 1997.
 TV0504
 TV0504.The orthometric height was scaled from a topographic map.
 TV0504
 TV0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0504.GEOID18 height accuracy estimate available here.
 TV0504
 TV0504.Click photographs - Photos may exist for this station.
 TV0504
 TV0504.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0504
 TV0504. The following values were computed from the NAD 83(1997) position.
 TV0504
 TV0504;                    North         East     Units Scale Factor Converg.
 TV0504;SPC PRVI     -   255,138.084   358,636.908   MT  0.99999523   +0 28 10.4
 TV0504;UTM  20      - 2,027,295.901   295,755.986   MT  1.00011574   -0 36 28.3
 TV0504
 TV0504:                Primary Azimuth Mark                     Grid Az
 TV0504:SPC PRVI     -  EAST POINT LIGHTHOUSE                    117 39 14.5
 TV0504:UTM  20      -  EAST POINT LIGHTHOUSE                    118 43 53.2
 TV0504
 TV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9575527295(NAD 83)
 TV0504
 TV0504|---------------------------------------------------------------------|
 TV0504| PID    Reference Object                     Distance      Geod. Az  |
 TV0504|                                                           dddmmss.s |
 TV0504| TV0502 EAST POINT LIGHTHOUSE               APPROX. 1.2 KM 1180724.9 |
 TV0504|---------------------------------------------------------------------|
 TV0504
 TV0504                          SUPERSEDED SURVEY CONTROL
 TV0504
 TV0504  NAD 83(1993)-  18 19 32.26629(N)    064 55 57.41599(W) AD(       ) 3
 TV0504  NAD 83(1986)-  18 19 32.23787(N)    064 55 57.38173(W) AD(       ) 3
 TV0504  PR          -  18 19 39.40482(N)    064 55 58.86374(W) AD(       ) 3
 TV0504
 TV0504.Superseded values are not recommended for survey control.
 TV0504
 TV0504.NGS no longer adjusts projects to the PR datum.
 TV0504.See file dsdata.pdf to determine how the superseded data were derived.
 TV0504
 TV0504_MARKER: 18 = SIGNAL MAST
 TV0504
 TV0504  HISTORY     - Date     Condition        Report By
 TV0504  HISTORY     - 1900     FIRST OBSERVED   CGS
 TV0504  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TV0504  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TV0504
 TV0504                          STATION DESCRIPTION
 TV0504
 TV0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0504'THIS STATION (OCCUPIED ECCENTRICALLY) IS THE UPPER SECTION OF
 TV0504'THE MAST AT THE SIGNAL STATION AT COWELLS BATTERY ON THE SUMMIT
 TV0504'OF THE HILL ON THE WESTERN POINT OF ST. THOMAS HARBOR.
 TV0504
 TV0504                          STATION RECOVERY (1941)
 TV0504
 TV0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JH)
 TV0504'THE SIGNAL TOWER HAS BEEN TORN DOWN AND REBUILT IN A SLIGHTLY
 TV0504'DIFFERENT PLACE.  THE STATION IS ACCORDINGLY LOST.
 TV0504
 TV0504                          STATION RECOVERY (1972)
 TV0504
 TV0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0504'STATION RECOVERED.  STATION IS NOT THE PRESENT SIGNAL MAST ON
 TV0504'COWELLS BATTERY BUT THE REMAINS OF AN OLDER MAST JUST OUTSIDE WALL
 TV0504'OF COWELLS BATTERY.  STATION IS 4 INCHES X 4 INCHES WOODEN POST SET
 TV0504'IN CONCRETE APRON SOUTH OF SIGNAL MAST USED TODAY.  POST PROJECTS
 TV0504'APPROXIMATELY 4 INCHES ABOVE CONCRETE.  DIAGRAM FOLLOWS--
 TV0504'
 TV0504'TO REACH, LAND SKIFF NEAR RUINS ON EASTERN SHORE OF HASSEL ISLAND,
 TV0504'THEN FOLLOW TRAIL TO HIGHEST POINT ON HASSEL ISLAND.  COWELLS
 TV0504'BATTERY IS LOCATED ON HIGHEST POINT.
 TV0504'
 TV0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILES SOUTH OF
 TV0504'CENTER OF CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0542 ***********************************************************************
 TV0542  DESIGNATION -  COWELLS BATTERY SIG FLAG
 TV0542  PID         -  TV0542
 TV0542  STATE/COUNTY-  VQ/ST THOMAS
 TV0542  COUNTRY     -  US
 TV0542  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0542
 TV0542                         *CURRENT SURVEY CONTROL
 TV0542  ______________________________________________________________________
 TV0542* NAD 83(1997) POSITION- 18 19 32.26760(N) 064 55 57.41618(W)   ADJUSTED
 TV0542  ______________________________________________________________________
 TV0542  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TV0542  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 TV0542  HORZ ORDER      -  THIRD
 TV0542
 TV0542.The horizontal coordinates were established by classical geodetic methods
 TV0542.and adjusted by the National Geodetic Survey in May 1997.
 TV0542
 TV0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0542.GEOID18 height accuracy estimate available here.
 TV0542
 TV0542.Click photographs - Photos may exist for this station.
 TV0542
 TV0542.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0542
 TV0542. The following values were computed from the NAD 83(1997) position.
 TV0542
 TV0542;                    North         East     Units Scale Factor Converg.
 TV0542;SPC PRVI     -   255,138.098   358,636.687   MT  0.99999523   +0 28 10.4
 TV0542;UTM  20      - 2,027,295.919   295,755.765   MT  1.00011575   -0 36 28.3
 TV0542
 TV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9575527295(NAD 83)
 TV0542
 TV0542                          SUPERSEDED SURVEY CONTROL
 TV0542
 TV0542  NAD 83(1993)-  18 19 32.26714(N)    064 55 57.42359(W) AD(       ) 3
 TV0542  NAD 83(1986)-  18 19 32.23645(N)    064 55 57.38637(W) AD(       ) 3
 TV0542  PR          -  18 19 39.39935(N)    064 55 58.86757(W) AD(       ) 3
 TV0542
 TV0542.Superseded values are not recommended for survey control.
 TV0542
 TV0542.NGS no longer adjusts projects to the PR datum.
 TV0542.See file dsdata.pdf to determine how the superseded data were derived.
 TV0542
 TV0542
 TV0542  HISTORY     - Date     Condition        Report By
 TV0542  HISTORY     - 1918     MONUMENTED       CGS
 TV0542  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0542  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TV0542
 TV0542                          STATION DESCRIPTION
 TV0542
 TV0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0542'STATION IS SIGNAL MAST AT SIGNAL STATION COWELLS
 TV0542'BATTERY.  ELEVATION OF TOP OF WALL AS DETERMINED FROM
 TV0542'TOPOGRAPHY, IS 277 FEET.
 TV0542
 TV0542                          STATION RECOVERY (1923)
 TV0542
 TV0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0542'STATION IS IN PLACE AS DESCRIBED.  SIGNAL MAST USED AS SIGNAL.
 TV0542
 TV0542                          STATION RECOVERY (1941)
 TV0542
 TV0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JH)
 TV0542'THE SIGNAL TOWER WHICH MARKED THE ORIGINAL STATION HAS BEEN
 TV0542'TORN DOWN AND REBUILT IN A SLIGHTLY DIFFERENT PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0054 ***********************************************************************
 TV0054  DESIGNATION -  CRAB
 TV0054  PID         -  TV0054
 TV0054  STATE/COUNTY-  VQ/ST CROIX
 TV0054  COUNTRY     -  US
 TV0054  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0054
 TV0054                         *CURRENT SURVEY CONTROL
 TV0054  ______________________________________________________________________
 TV0054* NAD 83(1997) POSITION- 17 47 19.33315(N) 064 37 40.94670(W)   ADJUSTED
 TV0054  ______________________________________________________________________
 TV0054  GEOID HEIGHT    -        -41.556 (meters)                     GEOID18
 TV0054  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 TV0054  HORZ ORDER      -  THIRD
 TV0054
 TV0054.The horizontal coordinates were established by classical geodetic methods
 TV0054.and adjusted by the National Geodetic Survey in May 1997.
 TV0054
 TV0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0054.GEOID18 height accuracy estimate available here.
 TV0054
 TV0054.Click photographs - Photos may exist for this station.
 TV0054
 TV0054.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0054
 TV0054. The following values were computed from the NAD 83(1997) position.
 TV0054
 TV0054;                    North         East     Units Scale Factor Converg.
 TV0054;SPC PRVI     -   196,003.921   391,417.353   MT  1.00002385   +0 33 53.5
 TV0054;UTM  20      - 1,967,557.971   327,428.226   MT  0.99996821   -0 29 51.0
 TV0054
 TV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2742867557(NAD 83)
 TV0054
 TV0054                          SUPERSEDED SURVEY CONTROL
 TV0054
 TV0054  NAD 83(1993)-  17 47 19.33133(N)    064 37 40.95667(W) AD(       ) 3
 TV0054  NAD 83(1986)-  17 47 19.31801(N)    064 37 40.93435(W) AD(       ) 3
 TV0054  PR          -  17 47 26.41626(N)    064 37 42.42642(W) AD(       ) 3
 TV0054
 TV0054.Superseded values are not recommended for survey control.
 TV0054
 TV0054.NGS no longer adjusts projects to the PR datum.
 TV0054.See file dsdata.pdf to determine how the superseded data were derived.
 TV0054
 TV0054
 TV0054  HISTORY     - Date     Condition        Report By
 TV0054  HISTORY     - UNK      MONUMENTED
 TV0054  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0054
 TV0054                          STATION DESCRIPTION
 TV0054
 TV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0054'STATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1517 ***********************************************************************
 TV1517  DESIGNATION -  CRAMER
 TV1517  PID         -  TV1517
 TV1517  STATE/COUNTY-  VQ/ST CROIX
 TV1517  COUNTRY     -  US
 TV1517  USGS QUAD   -  BUCK ISLAND (2013)
 TV1517
 TV1517                         *CURRENT SURVEY CONTROL
 TV1517  ______________________________________________________________________
 TV1517* NAD 83(2011) POSITION- 17 45 29.58412(N) 064 35 06.06541(W)   ADJUSTED
 TV1517* NAD 83(2011) ELLIP HT-   -37.049 (meters)        (06/27/12)   ADJUSTED
 TV1517* NAD 83(2011) EPOCH   -  2010.00
 TV1517* LMSL    ORTHO HEIGHT -     4.1   (meters)       13.    (feet) GPS OBS
 TV1517  ______________________________________________________________________
 TV1517  LMSL orthometric height was determined with geoid model       GEOID96
 TV1517  GEOID HEIGHT    -        -42.880 (meters)                     GEOID96
 TV1517  GEOID HEIGHT    -        -41.276 (meters)                     GEOID18
 TV1517  NAD 83(2011) X  -  2,607,683.121 (meters)                     COMP
 TV1517  NAD 83(2011) Y  - -5,488,063.866 (meters)                     COMP
 TV1517  NAD 83(2011) Z  -  1,932,905.325 (meters)                     COMP
 TV1517  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 TV1517
 TV1517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1517  Standards:
 TV1517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1517  -------------------------------------------------------------------
 TV1517  NETWORK    2.73   6.25           1.03   1.19   3.19     -0.05014243
 TV1517  -------------------------------------------------------------------
 TV1517  Click here for local accuracies and other accuracy information.
 TV1517
 TV1517.The horizontal coordinates were established by GPS observations
 TV1517.and adjusted by the National Geodetic Survey in June 2012.
 TV1517
 TV1517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1517.been affixed to the stable North American tectonic plate. See 
 TV1517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1517
 TV1517.The horizontal coordinates are valid at the epoch date displayed above
 TV1517.which is a decimal equivalence of Year/Month/Day.
 TV1517
 TV1517.The orthometric height was determined by GPS observations and a
 TV1517.high-resolution geoid model.
 TV1517
 TV1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1517.GEOID18 height accuracy estimate available here.
 TV1517
 TV1517.Click photographs - Photos may exist for this station.
 TV1517
 TV1517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1517
 TV1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1517
 TV1517.The ellipsoidal height was determined by GPS observations
 TV1517.and is referenced to NAD 83.
 TV1517
 TV1517. The following values were computed from the NAD 83(2011) position.
 TV1517
 TV1517;                    North         East     Units Scale Factor Converg.
 TV1517;SPC PRVI     -   192,675.407   396,012.993   MT  1.00002809   +0 34 41.9
 TV1517;UTM  20      - 1,964,145.073   331,961.073   MT  0.99994912   -0 29 00.8
 TV1517
 TV1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1517!SPC PRVI     -   1.00000582  x   1.00002809  =   1.00003391
 TV1517!UTM  20      -   1.00000582  x   0.99994912  =   0.99995494
 TV1517
 TV1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3196164145(NAD 83)
 TV1517
 TV1517                          SUPERSEDED SURVEY CONTROL
 TV1517
 TV1517  NAD 83(2007)-  17 45 29.58308(N)    064 35 06.07038(W) AD(2002.00) 0
 TV1517  ELLIP H (02/10/07)  -37.062  (m)                       GP(2002.00)    
 TV1517  NAD 83(2002)-  17 45 29.58321(N)    064 35 06.07011(W) AD(       ) B
 TV1517  ELLIP H (10/13/04)  -37.031  (m)                       GP(       ) 4 2
 TV1517  NAD 83(1997)-  17 45 29.58194(N)    064 35 06.07617(W) AD(       ) B
 TV1517  ELLIP H (05/12/97)  -37.112  (m)                       GP(       ) 4 2
 TV1517  NAD 83(1993)-  17 45 29.58017(N)    064 35 06.08613(W) AD(       ) B
 TV1517  ELLIP H (01/13/94)  -36.965  (m)                       GP(       ) 4 1
 TV1517
 TV1517.Superseded values are not recommended for survey control.
 TV1517
 TV1517.NGS no longer adjusts projects to the PR datum.
 TV1517.See file dsdata.pdf to determine how the superseded data were derived.
 TV1517
 TV1517_MARKER: DD = SURVEY DISK
 TV1517_SETTING: 66 = SET IN ROCK OUTCROP
 TV1517_STAMPING: CRAMER 1993
 TV1517_MARK LOGO: NOS
 TV1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV1517+STABILITY: POSITION/ELEVATION WELL
 TV1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1517+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2023
 TV1517
 TV1517  HISTORY     - Date     Condition        Report By
 TV1517  HISTORY     - 1993     MONUMENTED       NOS
 TV1517  HISTORY     - 20040609 GOOD             COMPA
 TV1517  HISTORY     - 20071016 GOOD             NOS
 TV1517  HISTORY     - 20230404 GOOD             FLDT
 TV1517
 TV1517                          STATION DESCRIPTION
 TV1517
 TV1517'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1517'THE STATION IS LOCATED ON THE NE SIDE OF ST CROIX, USVI, AT THE
 TV1517'ENTRANCE TO CRAMER BEACH PARK AND JUST ACROSS THE ROAD FROM THE
 TV1517'NATIONAL SCIENCE FOUNDATION VLBA SITE (A SINGLE LARGE MICROWAVE DISH)
 TV1517'TO REACH FROM FT CHRISTIANVAERN IN CHRISTIANSTED GO EAST OF ROUTE 82
 TV1517'ALONG THE NORTH COAST FOR 9.5 MI (15.3 KM) TO CRAMER BEACH PARK ON
 TV1517'THE LEFT AND THE VLBA SITE, AHEAD AND ON THE RIGHT.  TURN LEFT INTO
 TV1517'PARK AND GO FOR 230 FT (70.1 M) TO STATION IN GRASS MEDIAN.
 TV1517'IT IS LOCATED 23.29 M (76.41 FT) SOUTH OF THE NORTH GRASS POINT OF
 TV1517'MEDIAN, 8.69 M (28.51 FT) WEST OF THE CENTERLINE OF THE EASTERLY
 TV1517'BLACKTOP ROAD AND 7.47 M (24.51 FT) EAST OF THE CERTERLINE OF THE
 TV1517'WESTERLY ROAD.
 TV1517
 TV1517                          STATION RECOVERY (2004)
 TV1517
 TV1517'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 TV1517'RECOVERED IN GOOD CONDITION.
 TV1517
 TV1517                          STATION RECOVERY (2007)
 TV1517
 TV1517'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2007 (TAB)
 TV1517'MARK RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TV1517
 TV1517                          STATION RECOVERY (2023)
 TV1517
 TV1517'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2023 (MH)
 TV1517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0551 ***********************************************************************
 TV0551  DESIGNATION -  CRICKET 1918
 TV0551  PID         -  TV0551
 TV0551  STATE/COUNTY-  VQ/ST THOMAS
 TV0551  COUNTRY     -  US
 TV0551  USGS QUAD   -  SAVANA PASSAGE OE N (2013)
 TV0551
 TV0551                         *CURRENT SURVEY CONTROL
 TV0551  ______________________________________________________________________
 TV0551* NAD 83(1997) POSITION- 18 24 30.68908(N) 065 02 57.96806(W)   ADJUSTED
 TV0551* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0551  ______________________________________________________________________
 TV0551  GEOID HEIGHT    -        -42.603 (meters)                     GEOID18
 TV0551  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 TV0551  HORZ ORDER      -  THIRD
 TV0551
 TV0551.The horizontal coordinates were established by classical geodetic methods
 TV0551.and adjusted by the National Geodetic Survey in May 1997.
 TV0551
 TV0551.The orthometric height was scaled from a topographic map.
 TV0551
 TV0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0551.GEOID18 height accuracy estimate available here.
 TV0551
 TV0551.Click photographs - Photos may exist for this station.
 TV0551
 TV0551.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0551
 TV0551. The following values were computed from the NAD 83(1997) position.
 TV0551
 TV0551;                    North         East     Units Scale Factor Converg.
 TV0551;SPC PRVI     -   264,215.729   346,218.880   MT  0.99999859   +0 25 58.8
 TV0551;UTM  20      - 2,036,607.161   283,509.242   MT  1.00017945   -0 38 50.8
 TV0551
 TV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8350936607(NAD 83)
 TV0551
 TV0551                          SUPERSEDED SURVEY CONTROL
 TV0551
 TV0551  NAD 83(1993)-  18 24 30.69151(N)    065 02 57.98184(W) AD(       ) 3
 TV0551  NAD 83(1986)-  18 24 30.66755(N)    065 02 57.94359(W) AD(       ) 3
 TV0551  PR          -  18 24 37.82484(N)    065 02 59.40202(W) AD(       ) 3
 TV0551
 TV0551.Superseded values are not recommended for survey control.
 TV0551
 TV0551.NGS no longer adjusts projects to the PR datum.
 TV0551.See file dsdata.pdf to determine how the superseded data were derived.
 TV0551
 TV0551_MARKER: Z = SEE DESCRIPTION
 TV0551_SETTING: 0 = UNSPECIFIED SETTING
 TV0551
 TV0551  HISTORY     - Date     Condition        Report By
 TV0551  HISTORY     - 1918     MONUMENTED       CGS
 TV0551  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0551  HISTORY     - 1971     GOOD             NGS
 TV0551  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0551
 TV0551                          STATION DESCRIPTION
 TV0551
 TV0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0551'STATION IS ON THE HIGHEST POINT OF CRICKET ROCK, WHICH LIES TO
 TV0551'THE NORTHWARD OF THE W END OF ST. THOMAS ISLAND, AND E OF
 TV0551'COCKROACH ISLAND.
 TV0551'
 TV0551'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0551'A DRILL HOLE IN THE TOP OF A LARGE GRAY ROCK.
 TV0551'
 TV0551'SAVANA ISLAND IS ON RANGE WITH DUTCHMANS CAP.
 TV0551
 TV0551                          STATION RECOVERY (1926)
 TV0551
 TV0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0551'STATION NOT SEARCHED FOR.  HIGHEST POINT OF ISLAND USED IN OFF
 TV0551'SHORE HYDROGRAPHY.
 TV0551
 TV0551                          STATION RECOVERY (1971)
 TV0551
 TV0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0551'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED ON PAGE 1
 TV0551'PAMPHLET NO. 624.
 TV0551'
 TV0551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NW OF
 TV0551'CHARLOTTE AMALIE.
 TV0551
 TV0551                          STATION RECOVERY (1975)
 TV0551
 TV0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0551'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 TV0551'IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5032 ***********************************************************************
 TZ5032  DESIGNATION -  CROWN MTN EAST R AND W RAD TWR
 TZ5032  PID         -  TZ5032
 TZ5032  STATE/COUNTY-  VQ/ST THOMAS
 TZ5032  COUNTRY     -  US
 TZ5032  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5032
 TZ5032                         *CURRENT SURVEY CONTROL
 TZ5032  ______________________________________________________________________
 TZ5032* NAD 83(1997) POSITION- 18 21 19.24925(N) 064 58 00.83957(W)   ADJUSTED
 TZ5032* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5032  ______________________________________________________________________
 TZ5032  GEOID HEIGHT    -        -42.199 (meters)                     GEOID18
 TZ5032  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 TZ5032  HORZ ORDER      -  THIRD
 TZ5032
 TZ5032.The horizontal coordinates were established by classical geodetic methods
 TZ5032.and adjusted by the National Geodetic Survey in May 1997.
 TZ5032
 TZ5032.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5032
 TZ5032.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5032.GEOID18 height accuracy estimate available here.
 TZ5032
 TZ5032.Click photographs - Photos may exist for this station.
 TZ5032
 TZ5032.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5032
 TZ5032. The following values were computed from the NAD 83(1997) position.
 TZ5032
 TZ5032;                    North         East     Units Scale Factor Converg.
 TZ5032;SPC PRVI     -   258,397.836   354,986.330   MT  0.99999620   +0 27 31.8
 TZ5032;UTM  20      - 2,030,624.182   292,166.914   MT  1.00013403   -0 37 10.6
 TZ5032
 TZ5032_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9216630624(NAD 83)
 TZ5032
 TZ5032                          SUPERSEDED SURVEY CONTROL
 TZ5032
 TZ5032  NAD 83(1993)-  18 21 19.24707(N)    064 58 00.84931(W) AD(       ) 3
 TZ5032  LMSL    (07/06/94)  502.4    (m)         1648.     (f) VERT ANG       
 TZ5032
 TZ5032.Superseded values are not recommended for survey control.
 TZ5032
 TZ5032.NGS no longer adjusts projects to the PR datum.
 TZ5032.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5032
 TZ5032_MARKER: 43 = RADIO/TV TOWER
 TZ5032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TZ5032+SATELLITE: SATELLITE OBSERVATIONS - 1993
 TZ5032
 TZ5032  HISTORY     - Date     Condition        Report By
 TZ5032  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5032
 TZ5032                          STATION DESCRIPTION
 TZ5032
 TZ5032'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5032'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5032'NEAR THE CENTRAL PART OF THE ISLAND ON A HIGH RIDGE KNOWN AS CROWN
 TZ5032'MOUNTAIN NEAR THE EASTERN PART OF THE RIDGE.  THE OBJECT IS A RED AND
 TZ5032'WHITE STEEL TRUSSWORK TOWER.  THE POINT INTERSECTED IS A RED
 TZ5032'OBSTRUCTION LIGHT AT THE TOP CENTER OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5033 ***********************************************************************
 TZ5033  DESIGNATION -  CROWN MTN MICRO TOWER WHIP
 TZ5033  PID         -  TZ5033
 TZ5033  STATE/COUNTY-  VQ/ST THOMAS
 TZ5033  COUNTRY     -  US
 TZ5033  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5033
 TZ5033                         *CURRENT SURVEY CONTROL
 TZ5033  ______________________________________________________________________
 TZ5033* NAD 83(1997) POSITION- 18 21 24.35077(N) 064 58 18.33657(W)   ADJUSTED
 TZ5033* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5033  ______________________________________________________________________
 TZ5033  GEOID HEIGHT    -        -42.206 (meters)                     GEOID18
 TZ5033  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 TZ5033  HORZ ORDER      -  THIRD
 TZ5033
 TZ5033.The horizontal coordinates were established by classical geodetic methods
 TZ5033.and adjusted by the National Geodetic Survey in May 1997.
 TZ5033
 TZ5033.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5033
 TZ5033.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5033.GEOID18 height accuracy estimate available here.
 TZ5033
 TZ5033.Click photographs - Photos may exist for this station.
 TZ5033
 TZ5033.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5033
 TZ5033. The following values were computed from the NAD 83(1997) position.
 TZ5033
 TZ5033;                    North         East     Units Scale Factor Converg.
 TZ5033;SPC PRVI     -   258,550.574   354,471.410   MT  0.99999625   +0 27 26.3
 TZ5033;UTM  20      - 2,030,786.606   291,654.888   MT  1.00013666   -0 37 16.3
 TZ5033
 TZ5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9165430786(NAD 83)
 TZ5033
 TZ5033                          SUPERSEDED SURVEY CONTROL
 TZ5033
 TZ5033  NAD 83(1993)-  18 21 24.34849(N)    064 58 18.34626(W) AD(       ) 3
 TZ5033  LMSL    (07/06/94)  505.4    (m)         1658.     (f) VERT ANG       
 TZ5033
 TZ5033.Superseded values are not recommended for survey control.
 TZ5033
 TZ5033.NGS no longer adjusts projects to the PR datum.
 TZ5033.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5033
 TZ5033_MARKER: 45 = MICROWAVE TOWER
 TZ5033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5033+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5033
 TZ5033  HISTORY     - Date     Condition        Report By
 TZ5033  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5033  HISTORY     - 20050130 GOOD             USPSQD
 TZ5033
 TZ5033                          STATION DESCRIPTION
 TZ5033
 TZ5033'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5033'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5033'NEAR THE CENTRAL PART OF THE ISLAND ON A HIGH RIDGE KNOWN AS CROWN
 TZ5033'MOUNTAIN NEAR THE WEST SIDE OF THE RIDGE.  THE OBJECT IS A MICROWAVE
 TZ5033'TOWER JUST EAST OF A WHITE RADAR DOME AT THE TOP OF A STEEL TRUSSWORK
 TZ5033'TOWER.  THE POINT INTERSECTED IS A WHIP ANTENNA NEAR THE TOP CENTER
 TZ5033'OF THE TOWER.
 TZ5033
 TZ5033                          STATION RECOVERY (2005)
 TZ5033
 TZ5033'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5034 ***********************************************************************
 TZ5034  DESIGNATION -  CROWN MTN RADAR DOME
 TZ5034  PID         -  TZ5034
 TZ5034  STATE/COUNTY-  VQ/ST THOMAS
 TZ5034  COUNTRY     -  US
 TZ5034  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5034
 TZ5034                         *CURRENT SURVEY CONTROL
 TZ5034  ______________________________________________________________________
 TZ5034* NAD 83(1997) POSITION- 18 21 24.61144(N) 064 58 21.01309(W)   ADJUSTED
 TZ5034* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5034  ______________________________________________________________________
 TZ5034  GEOID HEIGHT    -        -42.206 (meters)                     GEOID18
 TZ5034  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 TZ5034  HORZ ORDER      -  THIRD
 TZ5034
 TZ5034.The horizontal coordinates were established by classical geodetic methods
 TZ5034.and adjusted by the National Geodetic Survey in May 1997.
 TZ5034
 TZ5034.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5034
 TZ5034.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5034.GEOID18 height accuracy estimate available here.
 TZ5034
 TZ5034.Click photographs - Photos may exist for this station.
 TZ5034
 TZ5034.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5034
 TZ5034. The following values were computed from the NAD 83(1997) position.
 TZ5034
 TZ5034;                    North         East     Units Scale Factor Converg.
 TZ5034;SPC PRVI     -   258,557.961   354,392.771   MT  0.99999625   +0 27 25.5
 TZ5034;UTM  20      - 2,030,795.474   291,576.391   MT  1.00013707   -0 37 17.2
 TZ5034
 TZ5034_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9157630795(NAD 83)
 TZ5034
 TZ5034                          SUPERSEDED SURVEY CONTROL
 TZ5034
 TZ5034  NAD 83(1993)-  18 21 24.60932(N)    064 58 21.02285(W) AD(       ) 3
 TZ5034  LMSL    (07/06/94)  499.6    (m)         1639.     (f) VERT ANG       
 TZ5034
 TZ5034.Superseded values are not recommended for survey control.
 TZ5034
 TZ5034.NGS no longer adjusts projects to the PR datum.
 TZ5034.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5034
 TZ5034_MARKER: 26 = SPHERICAL RADOME
 TZ5034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5034+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5034
 TZ5034  HISTORY     - Date     Condition        Report By
 TZ5034  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5034  HISTORY     - 20050130 GOOD             USPSQD
 TZ5034
 TZ5034                          STATION DESCRIPTION
 TZ5034
 TZ5034'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5034'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5034'NEAR THE CENTRAL PART OF THE ISLAND ON A HIGH RIDGE KNOWN AS CROWN
 TZ5034'MOUNTAIN NEAR THE WEST SIDE OF THE RIDGE.  THE OBJECT IS A WHITE
 TZ5034'RADAR DOME AT THE TOP OF A STEEL TRUSSWORK TOWER.  THE POINT
 TZ5034'INTERSECTED IS THE CENTER OF THE DOME.
 TZ5034
 TZ5034                          STATION RECOVERY (2005)
 TZ5034
 TZ5034'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0048 ***********************************************************************
 TV0048  DESIGNATION -  DALL
 TV0048  PID         -  TV0048
 TV0048  STATE/COUNTY-  VQ/ST CROIX
 TV0048  COUNTRY     -  US
 TV0048  USGS QUAD   -  BUCK ISLAND (2013)
 TV0048
 TV0048                         *CURRENT SURVEY CONTROL
 TV0048  ______________________________________________________________________
 TV0048* NAD 83(1997) POSITION- 17 45 05.58529(N) 064 34 05.21268(W)   ADJUSTED
 TV0048* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0048  ______________________________________________________________________
 TV0048  GEOID HEIGHT    -        -41.303 (meters)                     GEOID18
 TV0048  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 TV0048  HORZ ORDER      -  THIRD
 TV0048
 TV0048.The horizontal coordinates were established by classical geodetic methods
 TV0048.and adjusted by the National Geodetic Survey in May 1997.
 TV0048
 TV0048.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0048
 TV0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0048.GEOID18 height accuracy estimate available here.
 TV0048
 TV0048.Click photographs - Photos may exist for this station.
 TV0048
 TV0048.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0048
 TV0048. The following values were computed from the NAD 83(1997) position.
 TV0048
 TV0048;                    North         East     Units Scale Factor Converg.
 TV0048;SPC PRVI     -   191,955.786   397,813.060   MT  1.00002906   +0 35 01.0
 TV0048;UTM  20      - 1,963,392.280   333,747.346   MT  0.99994174   -0 28 41.6
 TV0048
 TV0048:                Primary Azimuth Mark                     Grid Az
 TV0048:SPC PRVI     -  ISAAC 1919                               237 42 26.7
 TV0048:UTM  20      -  ISAAC 1919                               238 46 09.3
 TV0048
 TV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3374763392(NAD 83)
 TV0048
 TV0048|---------------------------------------------------------------------|
 TV0048| PID    Reference Object                     Distance      Geod. Az  |
 TV0048|                                                           dddmmss.s |
 TV0048| TV0047 EAST POINT RM 1                     490.043 METERS 0064131.1 |
 TV0048| TV0083 ISAAC 1919                          APPROX. 1.0 KM 2381727.7 |
 TV0048|---------------------------------------------------------------------|
 TV0048
 TV0048                          SUPERSEDED SURVEY CONTROL
 TV0048
 TV0048  NAD 83(1993)-  17 45 05.58398(N)    064 34 05.22365(W) AD(       ) 3
 TV0048  NAD 83(1986)-  17 45 05.57686(N)    064 34 05.19770(W) AD(       ) 3
 TV0048  PR          -  17 45 12.67309(N)    064 34 06.70465(W) AD(       ) 3
 TV0048  LMSL    (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 TV0048
 TV0048.Superseded values are not recommended for survey control.
 TV0048
 TV0048.NGS no longer adjusts projects to the PR datum.
 TV0048.See file dsdata.pdf to determine how the superseded data were derived.
 TV0048
 TV0048_MARKER: DD = SURVEY DISK
 TV0048_SETTING: 66 = SET IN ROCK OUTCROP
 TV0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0048+STABILITY: POSITION/ELEVATION WELL
 TV0048
 TV0048  HISTORY     - Date     Condition        Report By
 TV0048  HISTORY     - 1980     MONUMENTED       NOS
 TV0048  HISTORY     - 1982     GOOD             NOS
 TV0048
 TV0048                          STATION DESCRIPTION
 TV0048
 TV0048'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0048'THE STATION IS LOCATED ON POINT CUDEJARRE, WHICH IS THE FIRST
 TV0048'POINT WEST OF THE EAST END OF ST CROIX ON THE SOUTH SIDE OF THE
 TV0048'ISLAND. IT IS ON THE HIGHEST PART OF THE SOUTHERN END OF THE
 TV0048'POINT.
 TV0048'
 TV0048'TO REACH THE STATION FROM THE TURN AROUND AT THE EAST END OF ST
 TV0048'CROIX, GO WEST FOR 0.2 KM (0.1 MI) TO A FORK. TURN LEFT FOR
 TV0048'50 METERS, THEN TAKE A RIGHT FORK SOUTH DOWN THE HILL FOR 0.4
 TV0048'KM (0.24 MI) TO THE END OF TRUCK TRAVEL FROM THIS POINT PARK WEST
 TV0048'ALONG THE BEACH FOR ABOUT 0.3 KM (0.2 MI) TO THE POINT
 TV0048'AND STATION.
 TV0048'
 TV0048'THE STATION IS A STANDARD NOS DISK
 TV0048'STAMPED---DALL 1980---,
 TV0048'CEMENTED IN TOP OF A ROCK OUTCROP THAT IS PYRAMID SHAPED, THAT
 TV0048'PROJECTS ABOUT 2 FEET.
 TV0048'IT IS LOCATED
 TV0048'13.2 METERS (43.3 FT) NORTH FROM THE SOUTH FACE OF THE HILL,
 TV0048'16.8 METERS (55.1 FT) WEST FROM THE EAST FACE OF THE HILL AND
 TV0048'28.7 METERS (94.2 FT) NORTHWEST FROM SOUTHEAST END OF THE POINT.
 TV0048'
 TV0048'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 TV0048
 TV0048                          STATION RECOVERY (1982)
 TV0048
 TV0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0048'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0494 ***********************************************************************
 TV0494  DESIGNATION -  DECK 1918
 TV0494  PID         -  TV0494
 TV0494  STATE/COUNTY-  VQ/ST THOMAS
 TV0494  COUNTRY     -  US
 TV0494  USGS QUAD   -  CRUZ BAY (2013)
 TV0494
 TV0494                         *CURRENT SURVEY CONTROL
 TV0494  ______________________________________________________________________
 TV0494* NAD 83(1997) POSITION- 18 18 41.98671(N) 064 50 43.49817(W)   ADJUSTED
 TV0494* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0494  ______________________________________________________________________
 TV0494  GEOID HEIGHT    -        -42.197 (meters)                     GEOID18
 TV0494  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 TV0494  HORZ ORDER      -  THIRD
 TV0494
 TV0494.The horizontal coordinates were established by classical geodetic methods
 TV0494.and adjusted by the National Geodetic Survey in May 1997.
 TV0494
 TV0494.The orthometric height was scaled from a topographic map.
 TV0494
 TV0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0494.GEOID18 height accuracy estimate available here.
 TV0494
 TV0494.Click photographs - Photos may exist for this station.
 TV0494
 TV0494.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0494
 TV0494. The following values were computed from the NAD 83(1997) position.
 TV0494
 TV0494;                    North         East     Units Scale Factor Converg.
 TV0494;SPC PRVI     -   253,669.985   367,867.478   MT  0.99999487   +0 29 48.6
 TV0494;UTM  20      - 2,025,654.383   304,958.227   MT  1.00007031   -0 34 48.0
 TV0494
 TV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0495825654(NAD 83)
 TV0494
 TV0494                          SUPERSEDED SURVEY CONTROL
 TV0494
 TV0494  NAD 83(1993)-  18 18 41.98664(N)    064 50 43.50183(W) AD(       ) 3
 TV0494  NAD 83(1986)-  18 18 41.95382(N)    064 50 43.46564(W) AD(       ) 3
 TV0494  PR          -  18 18 49.11732(N)    064 50 44.96011(W) AD(       ) 3
 TV0494
 TV0494.Superseded values are not recommended for survey control.
 TV0494
 TV0494.NGS no longer adjusts projects to the PR datum.
 TV0494.See file dsdata.pdf to determine how the superseded data were derived.
 TV0494
 TV0494_MARKER: Z = SEE DESCRIPTION
 TV0494_SETTING: 0 = UNSPECIFIED SETTING
 TV0494
 TV0494  HISTORY     - Date     Condition        Report By
 TV0494  HISTORY     - 1918     MONUMENTED       CGS
 TV0494  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0494  HISTORY     - 1971     GOOD             NGS
 TV0494  HISTORY     - 1973     GOOD             NGS
 TV0494
 TV0494                          STATION DESCRIPTION
 TV0494
 TV0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0494'STATION DECK IS ON THE EASTERN OF THE TWO PROMONTORIES THAT
 TV0494'FORM THE OUTER TIP OF DECK POINT.  FRENCHMANS CAP SHOWS A
 TV0494'LITTLE TO THE EASTWARD OF A LINE FROM THE STATION TO
 TV0494'MIDWAY BETWEEN COW AND CALF ROCKS.
 TV0494'
 TV0494'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0494'A CREVICE OF THE OUTCROP, 2 METERS FROM THE EDGE OF
 TV0494'THE CLIFF.
 TV0494'
 TV0494'BUCK ISLAND LIGHT IS S 53 DEG 25 MIN 00 SEC W
 TV0494'(TRUE) AND JAMES IS S 56 DEG 37 MIN 11 SEC E (TRUE).
 TV0494
 TV0494                          STATION RECOVERY (1926)
 TV0494
 TV0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0494'STATION RECOVERED AS DESCRIBED.
 TV0494
 TV0494                          STATION RECOVERY (1971)
 TV0494
 TV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0494'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0494'
 TV0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 TV0494'CHARLOTTE AMALIE.
 TV0494
 TV0494                          STATION RECOVERY (1973)
 TV0494
 TV0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0494'STATION RECOVERED IN GOOD CONDITION.  THE 1918 DESCRIPTION BY O.W.S.
 TV0494'IS ADEQUATE FOR FUTURE RECOVERY WITH THE FOLLOWING ADDITION--
 TV0494'
 TV0494'TO REACH BY VEHICLE, PROCEED ON DECK POINT ROAD TO THE SOUTHERN
 TV0494'MOST HOUSE ON THE POINT WHICH IS OWNED BY MR. TORMEY.  WALK DOWN
 TV0494'THE STEPPING STONES ON THE SOUTH SIDE OF THE HOUSE TO THE TOP OF A
 TV0494'WOODEN STAIRWAY AND THE STATION.
 TV0494'
 TV0494'STATION MARK IS ABOUT 6 FT. SOUTH OF THE TOP OF THE STAIRWAY AND
 TV0494'ABOUT 50 FEET ABOVE THE WATER.
 TV0494'
 TV0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE SOUTH
 TV0494'OF COWPET BAY VILLAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0070 ***********************************************************************
 TV0070  DESIGNATION -  DEE
 TV0070  PID         -  TV0070
 TV0070  STATE/COUNTY-  VQ/ST CROIX
 TV0070  COUNTRY     -  US
 TV0070  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0070
 TV0070                         *CURRENT SURVEY CONTROL
 TV0070  ______________________________________________________________________
 TV0070* NAD 83(1997) POSITION- 17 45 26.33067(N) 064 42 07.33073(W)   ADJUSTED
 TV0070* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0070  ______________________________________________________________________
 TV0070  GEOID HEIGHT    -        -41.405 (meters)                     GEOID18
 TV0070  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 TV0070  HORZ ORDER      -  THIRD
 TV0070
 TV0070.The horizontal coordinates were established by classical geodetic methods
 TV0070.and adjusted by the National Geodetic Survey in May 1997.
 TV0070
 TV0070.The orthometric height was scaled from a topographic map.
 TV0070
 TV0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0070.GEOID18 height accuracy estimate available here.
 TV0070
 TV0070.Click photographs - Photos may exist for this station.
 TV0070
 TV0070.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0070
 TV0070. The following values were computed from the NAD 83(1997) position.
 TV0070
 TV0070;                    North         East     Units Scale Factor Converg.
 TV0070;SPC PRVI     -   192,454.092   383,604.600   MT  1.00002822   +0 32 30.1
 TV0070;UTM  20      - 1,964,153.648   319,551.362   MT  1.00000260   -0 31 09.3
 TV0070
 TV0070:                Primary Azimuth Mark                     Grid Az
 TV0070:SPC PRVI     -  MT WELCOME MILL                          148 02 49.7
 TV0070:UTM  20      -  MT WELCOME MILL                          149 06 29.1
 TV0070
 TV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1955164153(NAD 83)
 TV0070
 TV0070|---------------------------------------------------------------------|
 TV0070| PID    Reference Object                     Distance      Geod. Az  |
 TV0070|                                                           dddmmss.s |
 TV0070| TV0064 SHOYS MILL                          APPROX. 2.2 KM 0963713.6 |
 TV0070| TV0101 MT WELCOME MILL                     APPROX. 1.3 KM 1483519.8 |
 TV0070| TV0110 ORANGE GROVE MILL                   APPROX. 2.1 KM 2313148.2 |
 TV0070|---------------------------------------------------------------------|
 TV0070
 TV0070                          SUPERSEDED SURVEY CONTROL
 TV0070
 TV0070  NAD 83(1993)-  17 45 26.32900(N)    064 42 07.34069(W) AD(       ) 3
 TV0070  NAD 83(1986)-  17 45 26.31443(N)    064 42 07.31325(W) AD(       ) 3
 TV0070  PR          -  17 45 33.41009(N)    064 42 08.79793(W) AD(       ) 3
 TV0070
 TV0070.Superseded values are not recommended for survey control.
 TV0070
 TV0070.NGS no longer adjusts projects to the PR datum.
 TV0070.See file dsdata.pdf to determine how the superseded data were derived.
 TV0070
 TV0070
 TV0070  HISTORY     - Date     Condition        Report By
 TV0070  HISTORY     - 1924     MONUMENTED       CGS
 TV0070  HISTORY     - 19950427 POOR             USPSQD
 TV0070
 TV0070                          STATION DESCRIPTION
 TV0070
 TV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0070'STATION IS DESCRIBED IN BUOY LIST, 1925, U.S. LIGHTHOUSE
 TV0070'SERVICE PAGE 19.  MAIN CHANNEL CHRISTIANSTED HARBOR.  GREAT MIDDLE
 TV0070'GROUND REAR RANGE, ON AXIS OF CHANNEL BETWEEN GREAT MIDDLE GROUND
 TV0070'AND ROUND REEF.
 TV0070'
 TV0070'STRUCTURE IS LOCATED ON LONG REEF, 440 YARDS, W OF (SEE)
 TV0070'FRONT BEACON.  STRUCTURE CONSISTS OF TWO WHITE TRIANGULAR
 TV0070'DAYMARKS, APEX TO APEX, ON PYRAMIDAL CONCRETE BASE.  BEACON
 TV0070'IS 50 FEET IN HEIGHT.
 TV0070'
 TV0070'STATION IS LOCATED APPROXIMATELY HALF MILE NORTHWESTWARD
 TV0070'OF FORT LOUISA LIGHT.
 TV0070
 TV0070                          STATION RECOVERY (1995)
 TV0070
 TV0070'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0070'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3632 ***********************************************************************
 DL3632  DESIGNATION -  DENVER
 DL3632  PID         -  DL3632
 DL3632  STATE/COUNTY-  VQ/ST JOHN
 DL3632  COUNTRY     -  US
 DL3632  USGS QUAD   -  CORAL BAY (2013)
 DL3632
 DL3632                         *CURRENT SURVEY CONTROL
 DL3632  ______________________________________________________________________
 DL3632* NAD 83(1986) POSITION- 18 19 18.7    (N) 064 43 32.4    (W)   HD_HELD2
 DL3632* VIVD09  ORTHO HEIGHT -    62.153 (meters)      203.91  (feet) ADJUSTED
 DL3632  ______________________________________________________________________
 DL3632  GEOID HEIGHT    -        -42.227 (meters)                     GEOID18
 DL3632  VERT ORDER      -  FIRST     CLASS II
 DL3632
 DL3632.The horizontal coordinates were established by autonomous hand held GPS
 DL3632.observations and have an estimated accuracy of +/- 10 meters.
 DL3632
 DL3632.The orthometric height was determined by differential leveling and
 DL3632.adjusted by the NATIONAL GEODETIC SURVEY
 DL3632.in April 2012.
 DL3632
 DL3632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3632.GEOID18 height accuracy estimate available here.
 DL3632
 DL3632.Click photographs - Photos may exist for this station.
 DL3632
 DL3632;                    North         East    Units  Estimated Accuracy
 DL3632;SPC PRVI     -   254,913.      380,516.      MT  (+/- 10 meters HH2 GPS)
 DL3632
 DL3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1762826659(NAD 83)
 DL3632
 DL3632                          SUPERSEDED SURVEY CONTROL
 DL3632
 DL3632.No superseded survey control is available for this station.
 DL3632
 DL3632_MARKER: DV = VERTICAL CONTROL DISK
 DL3632_SETTING: 66 = SET IN ROCK OUTCROP
 DL3632_STAMPING: DENVER 2007
 DL3632_MARK LOGO: NGS
 DL3632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3632+STABILITY: POSITION/ELEVATION WELL
 DL3632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3632+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3632
 DL3632  HISTORY     - Date     Condition        Report By
 DL3632  HISTORY     - 20070815 MONUMENTED       NGS
 DL3632  HISTORY     - 20080415 GOOD             NGS
 DL3632
 DL3632                          STATION DESCRIPTION
 DL3632
 DL3632'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3632'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST OF CRUZ BAY WITHIN
 DL3632'THE VIRGIN ISLANDS NATIONAL PARK, NEAR THE PARK RANGER RESIDENCE.
 DL3632'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN VI
 DL3632'00830, PHONE 340-776-6201.
 DL3632'
 DL3632'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3632'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3632'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3632'10.  TURN LEFT AND GO EASTERLY, THEN SOUTHERLY FOR 8.1 MI (13.0 KM) TO
 DL3632'THE JUNCTION OF HIGHWAY 107.  TURN RIGHT AND GO SOUTHERLY, THEN
 DL3632'NORTHWESTERLY FOR 5.5 MI (8.8 KM) ON HIGHWAY 107 TO A RUIN ON LEFT AND
 DL3632'A ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.15 MI (0.2 KM) TO THE
 DL3632'END OF ROAD AT BORDEAUX MOUNTAIN TRAIL AND DIRT ROAD TO RANGER
 DL3632'RESIDENCE ON RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR ABOUT 40 M (131.2
 DL3632'FT) TO THE STATION ON LEFT.
 DL3632'
 DL3632'IT IS SET IN A DRILL HOLE IN THE TOP OF BEDROCK, 43.4 M (142.4 FT)
 DL3632'SOUTHEAST FROM THE FIRST COLUMN AT THE SOUTHEAST EDGE OF PATIO AND 5.1
 DL3632'M (16.7 FT) SOUTH FROM THE CENTERLINE OF A DIRT ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0471 ***********************************************************************
 TV0471  DESIGNATION -  DIT
 TV0471  PID         -  TV0471
 TV0471  STATE/COUNTY-  VQ/ST JOHN
 TV0471  COUNTRY     -  US
 TV0471  USGS QUAD   -  CRUZ BAY (2013)
 TV0471
 TV0471                         *CURRENT SURVEY CONTROL
 TV0471  ______________________________________________________________________
 TV0471* NAD 83(1997) POSITION- 18 18 40.75906(N) 064 45 57.76059(W)   ADJUSTED
 TV0471* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0471  ______________________________________________________________________
 TV0471  GEOID HEIGHT    -        -42.216 (meters)                     GEOID18
 TV0471  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 TV0471  HORZ ORDER      -  THIRD
 TV0471
 TV0471.The horizontal coordinates were established by classical geodetic methods
 TV0471.and adjusted by the National Geodetic Survey in May 1997.
 TV0471
 TV0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0471
 TV0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0471.GEOID18 height accuracy estimate available here.
 TV0471
 TV0471.Click photographs - Photos may exist for this station.
 TV0471
 TV0471.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0471
 TV0471. The following values were computed from the NAD 83(1997) position.
 TV0471
 TV0471;                    North         East     Units Scale Factor Converg.
 TV0471;SPC PRVI     -   253,706.821   376,258.399   MT  0.99999486   +0 31 18.0
 TV0471;UTM  20      - 2,025,533.525   313,348.825   MT  1.00003072   -0 33 18.1
 TV0471
 TV0471:                Primary Azimuth Mark                     Grid Az
 TV0471:SPC PRVI     -  BAKE                                     281 18 58.5
 TV0471:UTM  20      -  BAKE                                     282 23 34.6
 TV0471
 TV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1334825533(NAD 83)
 TV0471
 TV0471|---------------------------------------------------------------------|
 TV0471| PID    Reference Object                     Distance      Geod. Az  |
 TV0471|                                                           dddmmss.s |
 TV0471| CE4675 DIT RM 2                                           25056     |
 TV0471| TV0478 BAKE                                APPROX. 2.5 KM 2815016.5 |
 TV0471|---------------------------------------------------------------------|
 TV0471
 TV0471                          SUPERSEDED SURVEY CONTROL
 TV0471
 TV0471  NAD 83(1993)-  18 18 40.76003(N)    064 45 57.76170(W) AD(       ) 3
 TV0471  NAD 83(1986)-  18 18 40.72600(N)    064 45 57.72698(W) AD(       ) 3
 TV0471  PR          -  18 18 47.88740(N)    064 45 59.23266(W) AD(       ) 3
 TV0471  LMSL    (07/19/86)   42.9    (m)          141.     (f) VERT ANG       
 TV0471
 TV0471.Superseded values are not recommended for survey control.
 TV0471
 TV0471.NGS no longer adjusts projects to the PR datum.
 TV0471.See file dsdata.pdf to determine how the superseded data were derived.
 TV0471
 TV0471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0471_SETTING: 66 = SET IN ROCK OUTCROP
 TV0471
 TV0471  HISTORY     - Date     Condition        Report By
 TV0471  HISTORY     - 1918     MONUMENTED       CGS
 TV0471  HISTORY     - 1946     GOOD             IAGS
 TV0471  HISTORY     - 1973     GOOD             NGS
 TV0471  HISTORY     - 1977     GOOD             NGS
 TV0471
 TV0471                          STATION DESCRIPTION
 TV0471
 TV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0471'STATION IS SITUATED ON THE TOP OF DITTLESS POINT THAT RUNS OUT
 TV0471'BETWEEN RENDEZVOUS BAY AND FISH BAY ON THE S SHORE OF ST. JOHN
 TV0471'ISLAND.
 TV0471'
 TV0471'THE STATION IS ABOUT 8 METERS N OF THE HIGHEST PART OF POINT
 TV0471'AND IS 5 METERS W OF THE EDGE OF THE CLIFF FORMING A PROMINENT
 TV0471'BIGHT IN THE E PART OF THE POINT.
 TV0471'
 TV0471'STATION IS MARKED BY A REGULATION BRASS DISK CEMENTED IN A
 TV0471'CRACK OF A ROCK OUTCROPPING 8 INCHES.
 TV0471'
 TV0471'REFERENCE MARK NO. 1 IS A STANDARD BRASS DISK CEMENTED IN A
 TV0471'CRACK IN TOP OF LARGE ROCK LYING ON THE BREAK OF THE SLOPE TO
 TV0471'THE NORTHWARD AND ABOUT THE MIDDLE OF THE RIDGE.
 TV0471'
 TV0471'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 TV0471'HOLE IN A BOULDER 3 FEET HIGH 3 FEET WIDE AND 5 FEET LONG,
 TV0471'LYING ON THE W BREAK OF SLOPE OF RIDGE.
 TV0471'
 TV0471'A REGULATION BRASS DISK BEARS N 5 DEG 14 MIN W AND IS 7.73
 TV0471'METERS DISTANT FROM THE STATION.  ANOTHER BEARS S 70 DEG 56 MIN
 TV0471'W AND IS 6.46 METERS DISTANT FROM THE STATION.
 TV0471'
 TV0471'HEIGHT OF SIGNAL ABOVE STATION MARK - 2.88 METERS.
 TV0471
 TV0471                          STATION RECOVERY (1946)
 TV0471
 TV0471'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0471'STATION IS A STANDARD BRASS DISK CEMENTED IN A SMALL ROCK 8
 TV0471'METERS N OF THE HIGHEST PART OF DITLET POINT AND 5 METERS W OF
 TV0471'THE EDGE OF THE CLIFF ON THE E SIDE OF THE POINT.  THERE IS VERY
 TV0471'LIGHT BRUSH AROUND THE STATION.
 TV0471'
 TV0471'TO REACH THE STATION, LAND BY SMALL BOAT AT E SIDE OF RENDEZVOUS
 TV0471'BAY ON THE SAND BEACH THERE.  CROSS THE NARROW NECK OF DITLET
 TV0471'POINT HERE AND PROCEED TO THE S ALONG E SLOPE OF DITLET POINT,
 TV0471'THROUGH VERY LIGHT BRUSH TO THE STATION AT THE END OF THE
 TV0471'POINT ATOP A PROMINENT ROCKY KNOLL.
 TV0471'
 TV0471'REFERENCE MARKS ARE STANDARD BRASS DISKS CEMENTED IN PROMINENT
 TV0471'ROCKS.
 TV0471
 TV0471                          STATION RECOVERY (1973)
 TV0471
 TV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0471'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 TV0471'BY C. E. G. 1946 IS ADEQUATE FORFUTURE RECOVERY.
 TV0471
 TV0471                          STATION RECOVERY (1977)
 TV0471
 TV0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0471'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  THE STATION
 TV0471'IS REACHED BY FOLLOWING A FOOTPATH ABOUT HALFWAY OUT TO DITLIF
 TV0471'PT., THEN WALKING ALONG THE EASTERN SHORE AND RIDGETOP TO THE
 TV0471'STATION.  ABOUT A 30 MINUTE PACK.  RM 2 WAS NOT SEARCHED FOR AT
 TV0471'THIS TIME.
 TV0471'
 TV0471'THE STATION WAS USED AS A CHECK ANGLE FOR STATION BAKE.
 TV0471'
 TV0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABT. 2.5 MILES SE
 TV0471'OF CRUZ BAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0487 ***********************************************************************
 TV0487  DESIGNATION -  DOG 1918
 TV0487  PID         -  TV0487
 TV0487  STATE/COUNTY-  VQ/ST THOMAS
 TV0487  COUNTRY     -  US
 TV0487  USGS QUAD   -  CRUZ BAY (2013)
 TV0487
 TV0487                         *CURRENT SURVEY CONTROL
 TV0487  ______________________________________________________________________
 TV0487* NAD 83(1997) POSITION- 18 17 43.97306(N) 064 48 51.98940(W)   ADJUSTED
 TV0487* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0487  ______________________________________________________________________
 TV0487  GEOID HEIGHT    -        -42.232 (meters)                     GEOID18
 TV0487  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 TV0487  HORZ ORDER      -  THIRD
 TV0487
 TV0487.The horizontal coordinates were established by classical geodetic methods
 TV0487.and adjusted by the National Geodetic Survey in May 1997.
 TV0487
 TV0487.The orthometric height was scaled from a topographic map.
 TV0487
 TV0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0487.GEOID18 height accuracy estimate available here.
 TV0487
 TV0487.Click photographs - Photos may exist for this station.
 TV0487
 TV0487.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0487
 TV0487. The following values were computed from the NAD 83(1997) position.
 TV0487
 TV0487;                    North         East     Units Scale Factor Converg.
 TV0487;SPC PRVI     -   251,915.076   371,157.664   MT  0.99999453   +0 30 23.5
 TV0487;UTM  20      - 2,023,837.843   308,215.081   MT  1.00005474   -0 34 11.1
 TV0487
 TV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0821523837(NAD 83)
 TV0487
 TV0487                          SUPERSEDED SURVEY CONTROL
 TV0487
 TV0487  NAD 83(1993)-  18 17 43.97270(N)    064 48 51.99170(W) AD(       ) 3
 TV0487  NAD 83(1986)-  18 17 43.93951(N)    064 48 51.95628(W) AD(       ) 3
 TV0487  PR          -  18 17 51.10263(N)    064 48 53.45571(W) AD(       ) 3
 TV0487
 TV0487.Superseded values are not recommended for survey control.
 TV0487
 TV0487.NGS no longer adjusts projects to the PR datum.
 TV0487.See file dsdata.pdf to determine how the superseded data were derived.
 TV0487
 TV0487_MARKER: Z = SEE DESCRIPTION
 TV0487_SETTING: 0 = UNSPECIFIED SETTING
 TV0487
 TV0487  HISTORY     - Date     Condition        Report By
 TV0487  HISTORY     - 1918     MONUMENTED       CGS
 TV0487  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0487  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TV0487
 TV0487                          STATION DESCRIPTION
 TV0487
 TV0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0487'THIS STATION IS ON THE HIGHEST PART OF DOG ISLAND, WHICH LIES
 TV0487'OFF THE SE END OF ST. THOMAS ISLAND.  NO TROUBLE SHOULD BE
 TV0487'FOUND IN FINDING THE STATION.
 TV0487'
 TV0487'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED INTO THE
 TV0487'BEDROCK.  A CAIRN OF ROCKS WAS PILED OVER THE MARK.
 TV0487'
 TV0487'REFERENCE MARK NO. 1 IS A REGULATION BRASS REFERENCE DISK
 TV0487'CEMENTED INTO A CRACK OF THE ROCK FORMING THE SHARP POINT AT
 TV0487'THE TOP OF THE CLIFF.
 TV0487
 TV0487                          STATION RECOVERY (1926)
 TV0487
 TV0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0487'STATION RECOVERED AS DESCRIBED.
 TV0487
 TV0487                          STATION RECOVERY (1973)
 TV0487
 TV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0487'DESTROYED.  BEDROCK IN THIS AREA WAS FOUND TO BE BADLY ERODED.  THE
 TV0487'STATION DISK WAS FOUND LYING LOOSE IN THE ERODED ROCKS AND WAS
 TV0487'RETAINED BY THIS PARTY.
 TV0487'
 TV0487'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TV0487'
 TV0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES S.E. OF
 TV0487'COWPET BAY VILLAS, ST. THOMAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0533 ***********************************************************************
 TV0533  DESIGNATION -  DRIFT
 TV0533  PID         -  TV0533
 TV0533  STATE/COUNTY-  VQ/ST THOMAS
 TV0533  COUNTRY     -  US
 TV0533  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0533
 TV0533                         *CURRENT SURVEY CONTROL
 TV0533  ______________________________________________________________________
 TV0533* NAD 83(1997) POSITION- 18 18 53.54371(N) 064 57 38.07910(W)   ADJUSTED
 TV0533* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0533  ______________________________________________________________________
 TV0533  GEOID HEIGHT    -        -42.218 (meters)                     GEOID18
 TV0533  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 TV0533  HORZ ORDER      -  THIRD
 TV0533
 TV0533.The horizontal coordinates were established by classical geodetic methods
 TV0533.and adjusted by the National Geodetic Survey in May 1997.
 TV0533
 TV0533.The orthometric height was scaled from a topographic map.
 TV0533
 TV0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0533.GEOID18 height accuracy estimate available here.
 TV0533
 TV0533.Click photographs - Photos may exist for this station.
 TV0533
 TV0533.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0533
 TV0533. The following values were computed from the NAD 83(1997) position.
 TV0533
 TV0533;                    North         East     Units Scale Factor Converg.
 TV0533;SPC PRVI     -   253,923.556   355,690.550   MT  0.99999495   +0 27 38.9
 TV0533;UTM  20      - 2,026,136.833   292,786.934   MT  1.00013085   -0 36 58.7
 TV0533
 TV0533:                Primary Azimuth Mark                     Grid Az
 TV0533:SPC PRVI     -  SABA 1918                                254 44 15.5
 TV0533:UTM  20      -  SABA 1918                                255 48 53.1
 TV0533
 TV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9278626136(NAD 83)
 TV0533
 TV0533|---------------------------------------------------------------------|
 TV0533| PID    Reference Object                     Distance      Geod. Az  |
 TV0533|                                                           dddmmss.s |
 TV0533| CE4687 DRIFT WM                                           05115     |
 TV0533| CE4686 DRIFT RM 1                                         17425     |
 TV0533| TV0558 SABA 1918                           APPROX. 4.5 KM 2551154.4 |
 TV0533| TV0538 RED                                 APPROX. 2.0 KM 3192333.1 |
 TV0533| TV0540 BLACK ON BLACK POINT                APPROX. 4.3 KM 3215419.3 |
 TV0533| TV0534 FLAT                                APPROX. 1.3 KM 3492355.3 |
 TV0533|---------------------------------------------------------------------|
 TV0533
 TV0533                          SUPERSEDED SURVEY CONTROL
 TV0533
 TV0533  NAD 83(1993)-  18 18 53.54190(N)    064 57 38.08903(W) AD(       ) 3
 TV0533  NAD 83(1986)-  18 18 53.51189(N)    064 57 38.05265(W) AD(       ) 3
 TV0533  PR          -  18 19 00.67465(N)    064 57 39.52910(W) AD(       ) 3
 TV0533
 TV0533.Superseded values are not recommended for survey control.
 TV0533
 TV0533.NGS no longer adjusts projects to the PR datum.
 TV0533.See file dsdata.pdf to determine how the superseded data were derived.
 TV0533
 TV0533_MARKER: Z = SEE DESCRIPTION
 TV0533_SETTING: 0 = UNSPECIFIED SETTING
 TV0533
 TV0533  HISTORY     - Date     Condition        Report By
 TV0533  HISTORY     - 1918     MONUMENTED       CGS
 TV0533  HISTORY     - 1923     GOOD             CGS
 TV0533  HISTORY     - 1965     GOOD             CGS
 TV0533
 TV0533                          STATION DESCRIPTION
 TV0533
 TV0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0533'THIS SIGNAL IS ON THE WESTERN SIDE OF WATER ISLAND AND ON THE
 TV0533'FIRST POINT S OF THE MOST SOUTHWESTERLY POINT OF DRIFT BAY.  IT
 TV0533'IS A LOW ROCKY POINT.  THE TOP OF THE HILL AT MOSQUITO POINT IS
 TV0533'IN RANGE WITH THE HIGHEST POINT OF CROWN HILL.  JUST TO THE
 TV0533'SOUTHWARD OF THE STATION THERE IS A SMALL REEF WHICH TERMINATES
 TV0533'IN TWO ROCKS THAT ARE AWASH AT LOW TIDE.  STATION IS ABOUT 8
 TV0533'FEET ABOVE HIGH WATER AND IS ABOUT 13 METERS FROM HIGH WATER.
 TV0533'
 TV0533'STATION IS MARKED BY A REGULAR BRASS DISK CEMENTED IN CREVICE
 TV0533'OF THE ROCK.
 TV0533'
 TV0533'REFERENCE MARK IS A STANDARD BRONZE DISK IN A DRILL HOLE IN
 TV0533'A BOULDER.
 TV0533'
 TV0533'WITNESS MARK IS A BLAZE IN A TREE.
 TV0533
 TV0533                          STATION RECOVERY (1923)
 TV0533
 TV0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0533'STATION WAS FOUND AS DESCRIBED.
 TV0533'
 TV0533'WITNESS MARK CUT INTO BARK OF TREE FACING STATION MARK,
 TV0533'ASSISTED RECOVERY.
 TV0533'
 TV0533'TRIANGULAR SECTION OF BARK CARVED OUT OF PROMINENT TREE ON THIS
 TV0533'POINT OVERLOOKING TRIANGULATION MARK.
 TV0533
 TV0533                          STATION RECOVERY (1965)
 TV0533
 TV0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0533'STATION RECOVERED IN GOOD CONDITION.  RM NOT RECOVERED.  STATION
 TV0533'NOW LOCATED 97 FEET WEST OF SW CORNER OF HOUSE ON THE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0058 ***********************************************************************
 TV0058  DESIGNATION -  DRY
 TV0058  PID         -  TV0058
 TV0058  STATE/COUNTY-  VQ/ST CROIX
 TV0058  COUNTRY     -  US
 TV0058  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0058
 TV0058                         *CURRENT SURVEY CONTROL
 TV0058  ______________________________________________________________________
 TV0058* NAD 83(1997) POSITION- 17 45 57.03178(N) 064 38 46.51591(W)   ADJUSTED
 TV0058  ______________________________________________________________________
 TV0058  GEOID HEIGHT    -        -41.357 (meters)                     GEOID18
 TV0058  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 TV0058  HORZ ORDER      -  THIRD
 TV0058
 TV0058.The horizontal coordinates were established by classical geodetic methods
 TV0058.and adjusted by the National Geodetic Survey in May 1997.
 TV0058
 TV0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0058.GEOID18 height accuracy estimate available here.
 TV0058
 TV0058.Click photographs - Photos may exist for this station.
 TV0058
 TV0058.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0058
 TV0058. The following values were computed from the NAD 83(1997) position.
 TV0058
 TV0058;                    North         East     Units Scale Factor Converg.
 TV0058;SPC PRVI     -   193,454.773   389,510.891   MT  1.00002701   +0 33 33.0
 TV0058;UTM  20      - 1,965,044.729   325,474.949   MT  0.99997660   -0 30 08.8
 TV0058
 TV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2547465044(NAD 83)
 TV0058
 TV0058                          SUPERSEDED SURVEY CONTROL
 TV0058
 TV0058  NAD 83(1993)-  17 45 57.03001(N)    064 38 46.52590(W) AD(       ) 3
 TV0058  NAD 83(1986)-  17 45 57.01670(N)    064 38 46.50142(W) AD(       ) 3
 TV0058  PR          -  17 46 04.11417(N)    064 38 47.99003(W) AD(       ) 3
 TV0058
 TV0058.Superseded values are not recommended for survey control.
 TV0058
 TV0058.NGS no longer adjusts projects to the PR datum.
 TV0058.See file dsdata.pdf to determine how the superseded data were derived.
 TV0058
 TV0058
 TV0058  HISTORY     - Date     Condition        Report By
 TV0058  HISTORY     - 1919     MONUMENTED       CGS
 TV0058  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0058
 TV0058                          STATION DESCRIPTION
 TV0058
 TV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0058'ON THE SANDY ISLAND ABOUT 100 METERS LONG AND 30 METERS WIDE
 TV0058'LYING OFF COAKLEY BAY, N SIDE OF ST. CROIX.  THE N AND E SIDES
 TV0058'OF THE ISLAND ARE PROTECTED BY A CORAL REEF.
 TV0058'
 TV0058'IT WAS IMPOSSIBLE TO MARK THE STATION AS NO MARKS WOULD HAVE
 TV0058'REMAINED IN THE SAND.
 TV0058'
 TV0058'ELEVATION OF GROUND ABOUT 3 FEET.
 TV0058
 TV0058                          STATION RECOVERY (1925)
 TV0058
 TV0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0058'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0554 ***********************************************************************
 TV0554  DESIGNATION -  DUTCH
 TV0554  PID         -  TV0554
 TV0554  STATE/COUNTY-  VQ/ST THOMAS
 TV0554  COUNTRY     -  US
 TV0554  USGS QUAD   -  SAVANA PASSAGE OE N (2013)
 TV0554
 TV0554                         *CURRENT SURVEY CONTROL
 TV0554  ______________________________________________________________________
 TV0554* NAD 83(1997) POSITION- 18 22 47.11597(N) 065 03 43.18708(W)   ADJUSTED
 TV0554* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0554  ______________________________________________________________________
 TV0554  GEOID HEIGHT    -        -42.407 (meters)                     GEOID18
 TV0554  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 TV0554  HORZ ORDER      -  THIRD
 TV0554
 TV0554.The horizontal coordinates were established by classical geodetic methods
 TV0554.and adjusted by the National Geodetic Survey in May 1997.
 TV0554
 TV0554.The orthometric height was scaled from a topographic map.
 TV0554
 TV0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0554.GEOID18 height accuracy estimate available here.
 TV0554
 TV0554.Click photographs - Photos may exist for this station.
 TV0554
 TV0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0554
 TV0554. The following values were computed from the NAD 83(1997) position.
 TV0554
 TV0554;                    North         East     Units Scale Factor Converg.
 TV0554;SPC PRVI     -   261,021.401   344,915.608   MT  0.99999719   +0 25 44.7
 TV0554;UTM  20      - 2,033,437.378   282,145.742   MT  1.00018677   -0 39 01.6
 TV0554
 TV0554:                Primary Azimuth Mark                     Grid Az
 TV0554:SPC PRVI     -  ROACH                                    003 13 32.0
 TV0554:UTM  20      -  ROACH                                    004 18 18.3
 TV0554
 TV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8214533437(NAD 83)
 TV0554
 TV0554|---------------------------------------------------------------------|
 TV0554| PID    Reference Object                     Distance      Geod. Az  |
 TV0554|                                                           dddmmss.s |
 TV0554| TV0553 ROACH                               APPROX. 2.7 KM 0033916.7 |
 TV0554| CE4688 DUTCH RM 1                                         05631     |
 TV0554| TV0539 GOOD                                APPROX. 9.3 KM 0944613.2 |
 TV0554|---------------------------------------------------------------------|
 TV0554
 TV0554                          SUPERSEDED SURVEY CONTROL
 TV0554
 TV0554  NAD 83(1993)-  18 22 47.11709(N)    065 03 43.20106(W) AD(       ) 3
 TV0554  NAD 83(1986)-  18 22 47.09292(N)    065 03 43.16459(W) AD(       ) 3
 TV0554  PR          -  18 22 54.25302(N)    065 03 44.61814(W) AD(       ) 3
 TV0554
 TV0554.Superseded values are not recommended for survey control.
 TV0554
 TV0554.NGS no longer adjusts projects to the PR datum.
 TV0554.See file dsdata.pdf to determine how the superseded data were derived.
 TV0554
 TV0554
 TV0554  HISTORY     - Date     Condition        Report By
 TV0554  HISTORY     - 1918     MONUMENTED       CGS
 TV0554  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0554  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0554
 TV0554                          STATION DESCRIPTION
 TV0554
 TV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0554'STATION IS THE HIGHEST POINT OF WOODED PEAK USED AS HYDROGRAPHIC
 TV0554'STATION.  NO ATTEMPT WAS MADE AT RECOVERY.
 TV0554
 TV0554                          STATION RECOVERY (1975)
 TV0554
 TV0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0554'STATION RECOVERED IN GOOD CONDITION.  STATION IS THE HIGHEST
 TV0554'POINT OF WOODED PEAK AND RECOVERED WITH THE USE OF A QUADRANGLE
 TV0554'MAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0433 ***********************************************************************
 TV0433  DESIGNATION -  EAST END
 TV0433  PID         -  TV0433
 TV0433  STATE/COUNTY-  VQ/ST JOHN
 TV0433  COUNTRY     -  US
 TV0433  USGS QUAD   -  CORAL BAY (2013)
 TV0433
 TV0433                         *CURRENT SURVEY CONTROL
 TV0433  ______________________________________________________________________
 TV0433* NAD 83(1997) POSITION- 18 20 43.92420(N) 064 40 21.74698(W)   ADJUSTED
 TV0433* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0433  ______________________________________________________________________
 TV0433  GEOID HEIGHT    -        -42.321 (meters)                     GEOID18
 TV0433  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 TV0433  HORZ ORDER      -  THIRD
 TV0433
 TV0433.The horizontal coordinates were established by classical geodetic methods
 TV0433.and adjusted by the National Geodetic Survey in May 1997.
 TV0433
 TV0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0433
 TV0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0433.GEOID18 height accuracy estimate available here.
 TV0433
 TV0433.Click photographs - Photos may exist for this station.
 TV0433
 TV0433.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0433
 TV0433. The following values were computed from the NAD 83(1997) position.
 TV0433
 TV0433;                    North         East     Units Scale Factor Converg.
 TV0433;SPC PRVI     -   257,585.770   386,088.883   MT  0.99999585   +0 33 03.2
 TV0433;UTM  20      - 2,029,227.043   323,250.615   MT  0.99998623   -0 31 35.8
 TV0433
 TV0433:                Primary Azimuth Mark                     Grid Az
 TV0433:SPC PRVI     -  TORTOLA                                  002 06 52.2
 TV0433:UTM  20      -  TORTOLA                                  003 11 31.2
 TV0433
 TV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2325029227(NAD 83)
 TV0433
 TV0433|---------------------------------------------------------------------|
 TV0433| PID    Reference Object                     Distance      Geod. Az  |
 TV0433|                                                           dddmmss.s |
 TV0433| TV0461 TORTOLA                             APPROX. 4.5 KM 0023955.4 |
 TV0433| CE4696 EAST END RM 1                                      02502     |
 TV0433| CE4697 EAST END RM 2                                      10234     |
 TV0433| TV0441 LAGOON 1918                         APPROX. 3.4 KM 2401830.4 |
 TV0433| CE4698 EAST END RM 3                                      26635     |
 TV0433|---------------------------------------------------------------------|
 TV0433
 TV0433                          SUPERSEDED SURVEY CONTROL
 TV0433
 TV0433  NAD 83(1993)-  18 20 43.92670(N)    064 40 21.74712(W) AD(       ) 3
 TV0433  NAD 83(1986)-  18 20 43.89023(N)    064 40 21.71384(W) AD(       ) 3
 TV0433  PR          -  18 20 51.05488(N)    064 40 23.22575(W) AD(       ) 3
 TV0433  LMSL    (07/19/86)  159.6    (m)          524.     (f) VERT ANG       
 TV0433
 TV0433.Superseded values are not recommended for survey control.
 TV0433
 TV0433.NGS no longer adjusts projects to the PR datum.
 TV0433.See file dsdata.pdf to determine how the superseded data were derived.
 TV0433
 TV0433
 TV0433  HISTORY     - Date     Condition        Report By
 TV0433  HISTORY     - 1918     MONUMENTED       CGS
 TV0433
 TV0433                          STATION DESCRIPTION
 TV0433
 TV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0433'STATION IS ON THE TOP OF NANCY HILL, E END OF ST. JOHN ISLAND,
 TV0433'WHICH IS THE HIGHEST HILL ON ST. JOHN ISLAND, E OF HERMITAGE
 TV0433'OR HURRICANE HOLE.
 TV0433'
 TV0433'MARKED BY A COPPER BOLT CEMENTED IN 0.4 BY 0.6-METER ROCK
 TV0433'PROJECTING ABOUT 0.2 METER, 3 METERS W OF THE CENTER OF THE
 TV0433'HILLTOP.  A CAIRN OF ROCKS WAS PLACED AROUND THE MARK.  THIS IS
 TV0433'AN OLD DANISH STATION.
 TV0433'
 TV0433'REFERENCE MARK NO. 1, A DRILL HOLE 0.3 METER IN DIAMETER AND
 TV0433'0.04 METER DEEP IN SLOPING FACE OF ROCK, 0.07 METER IN
 TV0433'DIAMETER.  ARROW 0.01 METER WIDE AND 0.2 METER LONG CUT IN
 TV0433'ROCK POINTS TOWARD THE STATION.  THE ROCK LIES ON THE N EDGE OF
 TV0433'THE HILLTOP.
 TV0433'
 TV0433'REFERENCE MARK NO. 2 IS A STANDARD BRASS REFERENCE DISK
 TV0433'CEMENTED IN DRILL HOLE IN CRACK OF ROCK 0.2 METER WIDE AND 0.4
 TV0433'METER LONG LYING IN MIDDLE OF THE HILLTOP.
 TV0433'
 TV0433'REFERENCE MARK NO. 3, A CROSS WITH 0.10 BY 0.17-METER ARMS CUT
 TV0433'0.01 METER DEEP IN 0.5 METER DIAMETER ROCK LYING ON WESTERN
 TV0433'EDGE OF THE HILLTOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0052 ***********************************************************************
 TV0052  DESIGNATION -  EAST POINT
 TV0052  PID         -  TV0052
 TV0052  STATE/COUNTY-  VQ/ST CROIX
 TV0052  COUNTRY     -  US
 TV0052  USGS QUAD   -  BUCK ISLAND (2013)
 TV0052
 TV0052                         *CURRENT SURVEY CONTROL
 TV0052  ______________________________________________________________________
 TV0052* NAD 83(1997) POSITION- 17 45 21.91039(N) 064 34 00.95685(W)   ADJUSTED
 TV0052* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0052  ______________________________________________________________________
 TV0052  GEOID HEIGHT    -        -41.310 (meters)                     GEOID18
 TV0052  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 TV0052  HORZ ORDER      -  THIRD
 TV0052
 TV0052.The horizontal coordinates were established by classical geodetic methods
 TV0052.and adjusted by the National Geodetic Survey in May 1997.
 TV0052
 TV0052.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0052
 TV0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0052.GEOID18 height accuracy estimate available here.
 TV0052
 TV0052.Click photographs - Photos may exist for this station.
 TV0052
 TV0052.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0052
 TV0052. The following values were computed from the NAD 83(1997) position.
 TV0052
 TV0052;                    North         East     Units Scale Factor Converg.
 TV0052;SPC PRVI     -   192,458.947   397,933.314   MT  1.00002840   +0 35 02.3
 TV0052;UTM  20      - 1,963,893.083   333,876.893   MT  0.99994121   -0 28 40.7
 TV0052
 TV0052:                Primary Azimuth Mark                     Grid Az
 TV0052:SPC PRVI     -  BUCK ISLAND LT                           301 05 52.4
 TV0052:UTM  20      -  BUCK ISLAND LT                           302 09 35.4
 TV0052
 TV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3387663893(NAD 83)
 TV0052
 TV0052|---------------------------------------------------------------------|
 TV0052| PID    Reference Object                     Distance      Geod. Az  |
 TV0052|                                                           dddmmss.s |
 TV0052| TV0046 BART USN                             30.443 METERS 22659     |
 TV0052| TV0047 EAST POINT RM 1                      69.930 METERS 25727     |
 TV0052| TV0051 BUCK ISLAND LT                      APPROX. 6.5 KM 3014054.7 |
 TV0052|---------------------------------------------------------------------|
 TV0052
 TV0052                          SUPERSEDED SURVEY CONTROL
 TV0052
 TV0052  NAD 83(1993)-  17 45 21.90938(N)    064 34 00.96809(W) AD(       ) 3
 TV0052  NAD 83(1986)-  17 45 21.90287(N)    064 34 00.94228(W) AD(       ) 3
 TV0052  PR          -  17 45 28.99511(N)    064 34 02.44972(W) AD(       ) 3
 TV0052  LMSL    (07/19/86)   65.7    (m)          216.     (f) VERT ANG       
 TV0052
 TV0052.Superseded values are not recommended for survey control.
 TV0052
 TV0052.NGS no longer adjusts projects to the PR datum.
 TV0052.See file dsdata.pdf to determine how the superseded data were derived.
 TV0052
 TV0052_MARKER: DD = SURVEY DISK
 TV0052_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV0052_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TV0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0052
 TV0052  HISTORY     - Date     Condition        Report By
 TV0052  HISTORY     - 1980     MONUMENTED       NOS
 TV0052
 TV0052                          STATION DESCRIPTION
 TV0052
 TV0052'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0052'THE STATION IS LOCATED AT EAST POINT ON THE MOST EASTERLY POINT
 TV0052'OF ST CROIX ON THE NORTH EASTERLY EDGE OF TRACK ROAD LOOP.
 TV0052'
 TV0052'THE MARK IS AT THE MOST EASTERLY POINT
 TV0052'OF ST CROIX.
 TV0052'
 TV0052'THE STATION IS A STANDARD NOS DISK
 TV0052'STAMPED---EAST POINT 1980---,
 TV0052'CEMENTED IN TOP OF A MASS OF CONCRETE 4 CM BELOW GROUND
 TV0052'SURFACE.
 TV0052'IT IS LOCATED
 TV0052'5.9 METERS (16.4 FT) EAST-NORTHEAST FROM NORTHEAST EDGE OF ROAD AND
 TV0052'28.4 METERS (93.2 FT) NORTHEAST FROM NORTHEAST CONER FENCE POST
 TV0052'OF FENCE AROUND WEATHER STATION.
 TV0052'
 TV0052'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0502 ***********************************************************************
 TV0502  DESIGNATION -  EAST POINT LIGHTHOUSE
 TV0502  PID         -  TV0502
 TV0502  STATE/COUNTY-  VQ/ST THOMAS
 TV0502  COUNTRY     -  US
 TV0502  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0502
 TV0502                         *CURRENT SURVEY CONTROL
 TV0502  ______________________________________________________________________
 TV0502* NAD 83(1997) POSITION- 18 19 13.21252(N) 064 55 20.08315(W)   ADJUSTED
 TV0502  ______________________________________________________________________
 TV0502  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV0502  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 TV0502  HORZ ORDER      -  THIRD
 TV0502
 TV0502.The horizontal coordinates were established by classical geodetic methods
 TV0502.and adjusted by the National Geodetic Survey in May 1997.
 TV0502
 TV0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0502.GEOID18 height accuracy estimate available here.
 TV0502
 TV0502.Click photographs - Photos may exist for this station.
 TV0502
 TV0502.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0502
 TV0502. The following values were computed from the NAD 83(1997) position.
 TV0502
 TV0502;                    North         East     Units Scale Factor Converg.
 TV0502;SPC PRVI     -   254,561.276   359,737.711   MT  0.99999509   +0 28 22.1
 TV0502;UTM  20      - 2,026,698.427   296,845.877   MT  1.00011025   -0 36 15.9
 TV0502
 TV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9684526698(NAD 83)
 TV0502
 TV0502                          SUPERSEDED SURVEY CONTROL
 TV0502
 TV0502  NAD 83(1993)-  18 19 13.21137(N)    064 55 20.08950(W) AD(       ) 3
 TV0502  NAD 83(1986)-  18 19 13.18168(N)    064 55 20.05365(W) AD(       ) 3
 TV0502  PR          -  18 19 20.35069(N)    064 55 21.54273(W) AD(       ) 3
 TV0502
 TV0502.Superseded values are not recommended for survey control.
 TV0502
 TV0502.NGS no longer adjusts projects to the PR datum.
 TV0502.See file dsdata.pdf to determine how the superseded data were derived.
 TV0502
 TV0502
 TV0502  HISTORY     - Date     Condition        Report By
 TV0502  HISTORY     - 1900     MONUMENTED       CGS
 TV0502  HISTORY     - 1918     SEE DESCRIPTION  CGS
 TV0502  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TV0502  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0502
 TV0502                          STATION DESCRIPTION
 TV0502
 TV0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0502'A LOW WHITE STRUCTURE AT THE POINT ON THE E SIDE OF THE ENTRANCE
 TV0502'TO THE HARBOR.
 TV0502
 TV0502                          STATION RECOVERY (1918)
 TV0502
 TV0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0502'STATION IS TOP CENTER OF LIGHT HOUSE, KNOWN HITHERTO AS ST. THOMAS
 TV0502'LIGHT HOUSE, LOCATED AT THE SE APPROACH OF ST. THOMAS HARBOR,
 TV0502'MAIN SHORE LINE ON WHAT WAS FORMERLY KNOWN AS MYHLSNFELDTS
 TV0502'POINT, BUT WHICH IS NOW GENERALLY CALLED EAST POINT.  THE
 TV0502'ELEVATION OF THE TOP AS DETERMINED BY TOPOGRAPHY IS 115 FEET.
 TV0502
 TV0502                          STATION RECOVERY (1928)
 TV0502
 TV0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (FTS)
 TV0502'NO CHANGES IN DESCRIPTION EXCEPT THAT THE LIGHT IS FREQUENTLY
 TV0502'CALLED ANY OF THE THREE NAMES.
 TV0502
 TV0502                          STATION RECOVERY (1965)
 TV0502
 TV0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0502'LIGHT HAS BEEN REMOVED.  STRUCTURE STILL IN PLACE.  A MOTEL HAS
 TV0502'BEEN BUILT NEAR STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0047 ***********************************************************************
 TV0047  DESIGNATION -  EAST POINT RM 1
 TV0047  PID         -  TV0047
 TV0047  STATE/COUNTY-  VQ/ST CROIX
 TV0047  COUNTRY     -  US
 TV0047  USGS QUAD   -  BUCK ISLAND (2013)
 TV0047
 TV0047                         *CURRENT SURVEY CONTROL
 TV0047  ______________________________________________________________________
 TV0047* NAD 83(1997) POSITION- 17 45 21.41627(N) 064 34 03.27416(W)   ADJUSTED
 TV0047* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0047  ______________________________________________________________________
 TV0047  GEOID HEIGHT    -        -41.308 (meters)                     GEOID18
 TV0047  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 TV0047  HORZ ORDER      -  THIRD
 TV0047
 TV0047.The horizontal coordinates were established by classical geodetic methods
 TV0047.and adjusted by the National Geodetic Survey in May 1997.
 TV0047
 TV0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0047
 TV0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0047.GEOID18 height accuracy estimate available here.
 TV0047
 TV0047.Click photographs - Photos may exist for this station.
 TV0047
 TV0047.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0047
 TV0047. The following values were computed from the NAD 83(1997) position.
 TV0047
 TV0047;                    North         East     Units Scale Factor Converg.
 TV0047;SPC PRVI     -   192,443.060   397,865.206   MT  1.00002842   +0 35 01.6
 TV0047;UTM  20      - 1,963,878.462   333,808.509   MT  0.99994149   -0 28 41.4
 TV0047
 TV0047:                Primary Azimuth Mark                     Grid Az
 TV0047:SPC PRVI     -  BUCK ISLAND LT                           301 31 52.8
 TV0047:UTM  20      -  BUCK ISLAND LT                           302 35 35.8
 TV0047
 TV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3380863878(NAD 83)
 TV0047
 TV0047|---------------------------------------------------------------------|
 TV0047| PID    Reference Object                     Distance      Geod. Az  |
 TV0047|                                                           dddmmss.s |
 TV0047| TV0052 EAST POINT                           69.930 METERS 07727     |
 TV0047| TV0048 DALL                                490.069 METERS 1864126.9 |
 TV0047| TV0051 BUCK ISLAND LT                      APPROX. 6.4 KM 3020654.4 |
 TV0047|---------------------------------------------------------------------|
 TV0047
 TV0047                          SUPERSEDED SURVEY CONTROL
 TV0047
 TV0047  NAD 83(1993)-  17 45 21.41526(N)    064 34 03.28535(W) AD(       ) 3
 TV0047  NAD 83(1986)-  17 45 21.40873(N)    064 34 03.25946(W) AD(       ) 3
 TV0047  PR          -  17 45 28.50092(N)    064 34 04.76695(W) AD(       ) 3
 TV0047  LMSL    (07/19/86)   67.4    (m)          221.     (f) VERT ANG       
 TV0047
 TV0047.Superseded values are not recommended for survey control.
 TV0047
 TV0047.NGS no longer adjusts projects to the PR datum.
 TV0047.See file dsdata.pdf to determine how the superseded data were derived.
 TV0047
 TV0047_MARKER: DD = SURVEY DISK
 TV0047_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV0047_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TV0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0047
 TV0047  HISTORY     - Date     Condition        Report By
 TV0047  HISTORY     - 1980     MONUMENTED       NOS
 TV0047
 TV0047                          STATION DESCRIPTION
 TV0047
 TV0047'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0047'THE STATION IS LOCATED AT EAST POINT ON THE MOST EASTERLY
 TV0047'POINT OF ST CROIX ON THE SOUTHERN EDGE OF THE DIRT ROAD JUST
 TV0047'BEFORE THE LOOP AT EAST POINT.
 TV0047'
 TV0047'TO REACH THE STATION FROM CHRISTIANSTED GO EAST ALONG THE ROAD
 TV0047'RUNNING ALONG THE NORTH SHORELINE TO CRAMER PARK. CONTINUE EAST
 TV0047'ON DIRT ROAD TO EAST POINT WHERE THE ROAD ENDS AS A LOOP.
 TV0047'
 TV0047'THE STATION IS A STANDARD NOS DISK
 TV0047'STAMPED---EAST POINT RM 1 1980---,
 TV0047'CEMENTED IN THE TOP OF A IRREGULAR MASS OF CONCRETE,
 TV0047'10 CM UNDER GROUND.
 TV0047'IT IS LOCATED
 TV0047'7.4 METERS (24.3 FT) WEST FROM CENTER OF ROAD FORK,
 TV0047'4.0 METERS (13.1 FT) SOUTH FROM CENTERLINE OF EASTWEST TRACK
 TV0047'ROAD AND
 TV0047'16.5 METERS (54.1 FT) EAST FROM CENTER OF LARGE LONE CACTUS
 TV0047'ON SOUTHERN ROAD EDGE.
 TV0047'
 TV0047'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0552 ***********************************************************************
 TV0552  DESIGNATION -  EGG 1918
 TV0552  PID         -  TV0552
 TV0552  STATE/COUNTY-  VQ/ST THOMAS
 TV0552  COUNTRY     -  US
 TV0552  USGS QUAD   -  SAVANA PASSAGE OE N (2013)
 TV0552
 TV0552                         *CURRENT SURVEY CONTROL
 TV0552  ______________________________________________________________________
 TV0552* NAD 83(1997) POSITION- 18 24 12.12085(N) 065 03 27.04381(W)   ADJUSTED
 TV0552* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0552  ______________________________________________________________________
 TV0552  GEOID HEIGHT    -        -42.569 (meters)                     GEOID18
 TV0552  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 TV0552  HORZ ORDER      -  THIRD
 TV0552
 TV0552.The horizontal coordinates were established by classical geodetic methods
 TV0552.and adjusted by the National Geodetic Survey in May 1997.
 TV0552
 TV0552.The orthometric height was scaled from a topographic map.
 TV0552
 TV0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0552.GEOID18 height accuracy estimate available here.
 TV0552
 TV0552.Click photographs - Photos may exist for this station.
 TV0552
 TV0552.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0552
 TV0552. The following values were computed from the NAD 83(1997) position.
 TV0552
 TV0552;                    North         East     Units Scale Factor Converg.
 TV0552;SPC PRVI     -   263,638.419   345,369.834   MT  0.99999832   +0 25 49.7
 TV0552;UTM  20      - 2,036,045.860   282,649.304   MT  1.00018406   -0 38 59.4
 TV0552
 TV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8264936045(NAD 83)
 TV0552
 TV0552                          SUPERSEDED SURVEY CONTROL
 TV0552
 TV0552  NAD 83(1993)-  18 24 12.12296(N)    065 03 27.05788(W) AD(       ) 3
 TV0552  NAD 83(1986)-  18 24 12.09921(N)    065 03 27.02010(W) AD(       ) 3
 TV0552  PR          -  18 24 19.25136(N)    065 03 28.47597(W) AD(       ) 3
 TV0552
 TV0552.Superseded values are not recommended for survey control.
 TV0552
 TV0552.NGS no longer adjusts projects to the PR datum.
 TV0552.See file dsdata.pdf to determine how the superseded data were derived.
 TV0552
 TV0552
 TV0552  HISTORY     - Date     Condition        Report By
 TV0552  HISTORY     - 1918     MONUMENTED       CGS
 TV0552  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0552
 TV0552                          STATION DESCRIPTION
 TV0552
 TV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0552'STATION IS ON THE SOUTHWESTERN POINT OF BOOBY CAY.  THIS CAY
 TV0552'IS ON THE EASTERN SIDE OF COCKROACH ISLAND AND SEPARATED FROM
 TV0552'IT BY A NARROW STRIP OF WATER.
 TV0552'
 TV0552'MARKED BY A STANDARD BRASS REFERENCE MARK CEMENTED IN THE
 TV0552'ROCK NEARBY, BUT NO ANGLES OR DISTANCES WERE MEASURED TO IT.
 TV0552
 TV0552                          STATION RECOVERY (1923)
 TV0552
 TV0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (GCM)
 TV0552'STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0043 ***********************************************************************
 TV0043  DESIGNATION -  END
 TV0043  PID         -  TV0043
 TV0043  STATE/COUNTY-  VQ/ST CROIX
 TV0043  COUNTRY     -  US
 TV0043  USGS QUAD   -  BUCK ISLAND (2013)
 TV0043
 TV0043                         *CURRENT SURVEY CONTROL
 TV0043  ______________________________________________________________________
 TV0043* NAD 83(1997) POSITION- 17 47 14.38362(N) 064 36 39.71524(W)   ADJUSTED
 TV0043  ______________________________________________________________________
 TV0043  GEOID HEIGHT    -        -41.491 (meters)                     GEOID18
 TV0043  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 TV0043  HORZ ORDER      -  THIRD
 TV0043
 TV0043.The horizontal coordinates were established by classical geodetic methods
 TV0043.and adjusted by the National Geodetic Survey in May 1997.
 TV0043
 TV0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0043.GEOID18 height accuracy estimate available here.
 TV0043
 TV0043.Click photographs - Photos may exist for this station.
 TV0043
 TV0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0043
 TV0043. The following values were computed from the NAD 83(1997) position.
 TV0043
 TV0043;                    North         East     Units Scale Factor Converg.
 TV0043;SPC PRVI     -   195,869.620   393,222.266   MT  1.00002404   +0 34 12.6
 TV0043;UTM  20      - 1,967,390.238   329,230.231   MT  0.99996056   -0 29 32.2
 TV0043
 TV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2923067390(NAD 83)
 TV0043
 TV0043                          SUPERSEDED SURVEY CONTROL
 TV0043
 TV0043  NAD 83(1993)-  17 47 14.38184(N)    064 36 39.72521(W) AD(       ) 3
 TV0043  NAD 83(1986)-  17 47 14.37200(N)    064 36 39.70292(W) AD(       ) 3
 TV0043  PR          -  17 47 21.46485(N)    064 36 41.19940(W) AD(       ) 3
 TV0043
 TV0043.Superseded values are not recommended for survey control.
 TV0043
 TV0043.NGS no longer adjusts projects to the PR datum.
 TV0043.See file dsdata.pdf to determine how the superseded data were derived.
 TV0043
 TV0043
 TV0043  HISTORY     - Date     Condition        Report By
 TV0043  HISTORY     - UNK      MONUMENTED
 TV0043  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0043
 TV0043                          STATION DESCRIPTION
 TV0043
 TV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0043'STATION WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0107 ***********************************************************************
 TV0107  DESIGNATION -  EPISCOPAL CHURCH SPIRE
 TV0107  PID         -  TV0107
 TV0107  STATE/COUNTY-  VQ/ST CROIX
 TV0107  COUNTRY     -  US
 TV0107  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0107
 TV0107                         *CURRENT SURVEY CONTROL
 TV0107  ______________________________________________________________________
 TV0107* NAD 83(1997) POSITION- 17 44 33.94688(N) 064 42 28.31662(W)   ADJUSTED
 TV0107  ______________________________________________________________________
 TV0107  GEOID HEIGHT    -        -41.291 (meters)                     GEOID18
 TV0107  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 TV0107  HORZ ORDER      -  THIRD
 TV0107
 TV0107.The horizontal coordinates were established by classical geodetic methods
 TV0107.and adjusted by the National Geodetic Survey in May 1997.
 TV0107
 TV0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0107.GEOID18 height accuracy estimate available here.
 TV0107
 TV0107.Click photographs - Photos may exist for this station.
 TV0107
 TV0107.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0107
 TV0107. The following values were computed from the NAD 83(1997) position.
 TV0107
 TV0107;                    North         East     Units Scale Factor Converg.
 TV0107;SPC PRVI     -   190,837.806   383,001.582   MT  1.00003035   +0 32 23.6
 TV0107;UTM  20      - 1,962,548.843   318,918.543   MT  1.00000543   -0 31 14.2
 TV0107
 TV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1891862548(NAD 83)
 TV0107
 TV0107                          SUPERSEDED SURVEY CONTROL
 TV0107
 TV0107  NAD 83(1993)-  17 44 33.94517(N)    064 42 28.32647(W) AD(       ) 3
 TV0107  NAD 83(1986)-  17 44 33.93008(N)    064 42 28.30199(W) AD(       ) 3
 TV0107  PR          -  17 44 41.02720(N)    064 42 29.77854(W) AD(       ) 3
 TV0107
 TV0107.Superseded values are not recommended for survey control.
 TV0107
 TV0107.NGS no longer adjusts projects to the PR datum.
 TV0107.See file dsdata.pdf to determine how the superseded data were derived.
 TV0107
 TV0107_MARKER: 90 = CHURCH SPIRE
 TV0107
 TV0107  HISTORY     - Date     Condition        Report By
 TV0107  HISTORY     - UNK      FIRST OBSERVED
 TV0107  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0107  HISTORY     - 19950427 GOOD             USPSQD
 TV0107
 TV0107                          STATION DESCRIPTION
 TV0107
 TV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0107'STATION IS IN PLACE.
 TV0107
 TV0107                          STATION RECOVERY (1995)
 TV0107
 TV0107'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3617 ***********************************************************************
 DL3617  DESIGNATION -  ERIC
 DL3617  PID         -  DL3617
 DL3617  STATE/COUNTY-  VQ/ST JOHN
 DL3617  COUNTRY     -  US
 DL3617  USGS QUAD   -  CORAL BAY (2013)
 DL3617
 DL3617                         *CURRENT SURVEY CONTROL
 DL3617  ______________________________________________________________________
 DL3617* NAD 83(1986) POSITION- 18 20 44.6    (N) 064 44 19.4    (W)   HD_HELD2
 DL3617* VIVD09  ORTHO HEIGHT -   296.140 (meters)      971.59  (feet) ADJUSTED
 DL3617  ______________________________________________________________________
 DL3617  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DL3617  VERT ORDER      -  FIRST     CLASS II
 DL3617
 DL3617.The horizontal coordinates were established by autonomous hand held GPS
 DL3617.observations and have an estimated accuracy of +/- 10 meters.
 DL3617
 DL3617.The orthometric height was determined by differential leveling and
 DL3617.adjusted by the NATIONAL GEODETIC SURVEY
 DL3617.in April 2012.
 DL3617
 DL3617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3617.GEOID18 height accuracy estimate available here.
 DL3617
 DL3617.Click photographs - Photos may exist for this station.
 DL3617
 DL3617;                    North         East    Units  Estimated Accuracy
 DL3617;SPC PRVI     -   257,541.      379,111.      MT  (+/- 10 meters HH2 GPS)
 DL3617
 DL3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1627329313(NAD 83)
 DL3617
 DL3617                          SUPERSEDED SURVEY CONTROL
 DL3617
 DL3617.No superseded survey control is available for this station.
 DL3617
 DL3617_MARKER: DV = VERTICAL CONTROL DISK
 DL3617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL3617_SP_SET: STORM DRAIN WING WALL
 DL3617_STAMPING: ERIC 2007
 DL3617_MARK LOGO: NGS
 DL3617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3617+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3617
 DL3617  HISTORY     - Date     Condition        Report By
 DL3617  HISTORY     - 20070815 MONUMENTED       NGS
 DL3617  HISTORY     - 20080415 GOOD             NGS
 DL3617
 DL3617                          STATION DESCRIPTION
 DL3617
 DL3617'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3617'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) EAST-NORTHEAST OF CRUZ
 DL3617'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3617'
 DL3617'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3617'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3617'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3617'10.  TURN LEFT AND GO EASTERLY FOR 5.3 MI (8.5 KM) ON HIGHWAY 10 TO
 DL3617'THE STATION ON RIGHT, ABOUT 0.05 MI (0.1 KM) PAST THE JUNCTION OF
 DL3617'BORDEAUX MOUNTAIN ROAD.
 DL3617'
 DL3617'IT IS SET IN A CONCRETE WING WALL OF A STORM DRAIN, 11.1 M (36.4 FT)
 DL3617'SOUTH FROM THE NORTH END OF A GUARDRAIL, 7.4 M (24.3 FT) NORTH FROM A
 DL3617'UTILITY POLE, 4.3 M (14.1 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 DL3617'2.8 M (9.2 FT) SOUTH FROM A ROAD SIGN, 0.8 M (2.6 FT) WEST FROM THE
 DL3617'EAST END OF WING WALL AND 0.5 M (1.6 FT) NORTH FROM A GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0089 ***********************************************************************
 TV0089  DESIGNATION -  FANCY 1919
 TV0089  PID         -  TV0089
 TV0089  STATE/COUNTY-  VQ/ST CROIX
 TV0089  COUNTRY     -  US
 TV0089  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0089
 TV0089                         *CURRENT SURVEY CONTROL
 TV0089  ______________________________________________________________________
 TV0089* NAD 83(1997) POSITION- 17 43 23.01362(N) 064 38 23.28446(W)   ADJUSTED
 TV0089* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0089  ______________________________________________________________________
 TV0089  GEOID HEIGHT    -        -41.190 (meters)                     GEOID18
 TV0089  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 TV0089  HORZ ORDER      -  THIRD
 TV0089
 TV0089.The horizontal coordinates were established by classical geodetic methods
 TV0089.and adjusted by the National Geodetic Survey in May 1997.
 TV0089
 TV0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0089
 TV0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0089.GEOID18 height accuracy estimate available here.
 TV0089
 TV0089.Click photographs - Photos may exist for this station.
 TV0089
 TV0089.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0089
 TV0089. The following values were computed from the NAD 83(1997) position.
 TV0089
 TV0089;                    North         East     Units Scale Factor Converg.
 TV0089;SPC PRVI     -   188,726.452   390,241.575   MT  1.00003333   +0 33 40.2
 TV0089;UTM  20      - 1,960,303.949   326,117.915   MT  0.99997383   -0 29 57.5
 TV0089
 TV0089:                Primary Azimuth Mark                     Grid Az
 TV0089:SPC PRVI     -  COTTON GROVE MILL                        025 34 46.0
 TV0089:UTM  20      -  COTTON GROVE MILL                        026 38 23.7
 TV0089
 TV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2611760303(NAD 83)
 TV0089
 TV0089|---------------------------------------------------------------------|
 TV0089| PID    Reference Object                     Distance      Geod. Az  |
 TV0089|                                                           dddmmss.s |
 TV0089| TV0088 COTTON GROVE MILL                   APPROX. 0.9 KM 0260826.2 |
 TV0089|---------------------------------------------------------------------|
 TV0089
 TV0089                          SUPERSEDED SURVEY CONTROL
 TV0089
 TV0089  NAD 83(1993)-  17 43 23.01190(N)    064 38 23.29444(W) AD(       ) 3
 TV0089  NAD 83(1986)-  17 43 22.99940(N)    064 38 23.26673(W) AD(       ) 3
 TV0089  PR          -  17 43 30.09433(N)    064 38 24.75699(W) AD(       ) 3
 TV0089  LMSL    (05/31/90)   74.0    (m)          243.     (f) VERT ANG       
 TV0089
 TV0089.Superseded values are not recommended for survey control.
 TV0089
 TV0089.NGS no longer adjusts projects to the PR datum.
 TV0089.See file dsdata.pdf to determine how the superseded data were derived.
 TV0089
 TV0089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0089_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 TV0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0089
 TV0089  HISTORY     - Date     Condition        Report By
 TV0089  HISTORY     - 1919     MONUMENTED       CGS
 TV0089  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0089  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0089  HISTORY     - 1977     GOOD             NGS
 TV0089  HISTORY     - 1980     GOOD             NOS
 TV0089  HISTORY     - 1982     GOOD             NOS
 TV0089
 TV0089                          STATION DESCRIPTION
 TV0089
 TV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0089'STATION IS ON MT. FANCY, S SHORE OF ST. CROIX.  THIS IS A
 TV0089'CONSPICUOUS HILL FORMING THE EASTERN POINT OF GREAT POND BAY.  IT
 TV0089'IS SW OF COTTON GROVE ESTATE BUILDINGS.  THE STATION IS ON THE
 TV0089'HIGHEST TIP OF THE WESTERN OF THE TWO HILLS FORMING MOUNT
 TV0089'FANCY.  MARKED BY A STANDARD BRASS DISK IN 6-INCH DIAMETER CEMENT
 TV0089'POST PROJECTING ABOUT 4 INCHES.
 TV0089'
 TV0089'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0089'IN A DRILL HOLE IN 1-METER DIAMETER ROCK OUTCROPPING 1-1/2 METERS
 TV0089'ON ITS W SIDE AND 1/2 METER ON ITS E SIDE.  THE ROCK LIES
 TV0089'ALONGSIDE THE N AND S FENCE LINE MARKING E BOUNDARY OF GREAT
 TV0089'POND ESTATE.
 TV0089'
 TV0089'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0089'IN A DRILL HOLE IN DEPRESSION OF 1 METER ROCK OUTCROPPING 0.3
 TV0089'METER, APPROXIMATELY 4 METERS S OF TIPTOP OF THE RIDGE JOINING
 TV0089'THE TWO HILLS.
 TV0089'
 TV0089'NO DISTANCES OR DIRECTIONS TO REFERENCE MARKS WERE MEASURED.
 TV0089'
 TV0089'TOP OF POLE - 2.93 METERS.
 TV0089
 TV0089                          STATION RECOVERY (1921)
 TV0089
 TV0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0089'STATION FOUND AS DESCRIBED, AND IS OCCUPIED.
 TV0089
 TV0089                          STATION RECOVERY (1925)
 TV0089
 TV0089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0089'NOT VISITED.  USED HILL FOR OFF-SHORE WORK.
 TV0089
 TV0089                          STATION RECOVERY (1977)
 TV0089
 TV0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0089'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TV0089'1919.  THE REFERENCE MARKS WERE NOT FOUND AND ARE PRESUMED
 TV0089'DESTROYED.  A TO REACH FOLLOWS--
 TV0089'
 TV0089'FROM THE DOCK AREA IN CHRISTIANSTED, FOLLOW THE MAIN ROAD EAST FOR
 TV0089'1.25 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT ON WINDING PAVED
 TV0089'ROAD AND CONTINUE SOUTHEASTERLY FOR 1.75 MILES TO A PAVED SIDE ROAD
 TV0089'LEFT.  TURN LEFT AND GO EASTERLY FOR 0.75 MILE TO A THREE-WAY
 TV0089'INTERSECTION.  TURN RIGHT, SOUTHERLY, AND FOLLOW PAVED ROAD FOR
 TV0089'1.45 MILES TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD
 TV0089'UPHILL FOR 0.1 MILE TO A PRIVATE DRIVE.  CONTINUE 0.05 MILE TO A
 TV0089'HOUSE AND END OF TRUCK TRAVEL.  FROM HERE PACK UPHILL AND
 TV0089'NORTHERLY TO HIGHEST PART OF HILL AND STATION, ABOUT 20 FEET WEST
 TV0089'OF A NORTH-SOUTH FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 TV0089'IS SURROUNDED BY ROCKS.  A 5 MINUTE PACK.
 TV0089'
 TV0089'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.6 MI.
 TV0089'SOUTHEAST OF CHRISTIANSTED.
 TV0089
 TV0089                          STATION RECOVERY (1980)
 TV0089
 TV0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0089'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NOW
 TV0089'A ROAD LEADING AROUND TO THE SOUTHWEST SIDE OF MT FANCY,
 TV0089'TO THE RESIDENCE OF MRS. ANN WINTER, AND A GOOD TRAIL ON THE
 TV0089'EAST SIDE OF HOUSE TO THE TOP OF HILL AND STATION.
 TV0089
 TV0089                          STATION RECOVERY (1982)
 TV0089
 TV0089'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0089'THE STATION WAS RECOVERED IN GOOD CONDITION. A METAL FENCE POST
 TV0089'WAS DRIVEN INTO THE ROCKS ONE FOOT NORTH OF THE STATION AT THE
 TV0089'PROPERTY OWNERS REQUEST.THE PROPERTY OWNER SAID THAT A FIRE BREAK
 TV0089'WAS GOING TO BE CUT ACROSS THE TOP OF THE HILL WITH A BULL DOZIER
 TV0089'THIS YEAR. THE PROPERTY OWNER SHOULD BE CONTACTED PRIOR TO GOING
 TV0089'TO STATION. MS. ANN WINTER, HOME,773 1337, WORK,ST CROIX 773 0440.
 TV0089'WORK, ST THOMAS, 774 2300.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0511 ***********************************************************************
 TV0511  DESIGNATION -  FLAG
 TV0511  PID         -  TV0511
 TV0511  STATE/COUNTY-  VQ/ST THOMAS
 TV0511  COUNTRY     -  US
 TV0511  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0511
 TV0511                         *CURRENT SURVEY CONTROL
 TV0511  ______________________________________________________________________
 TV0511* NAD 83(1997) POSITION- 18 19 48.01139(N) 064 54 39.63716(W)   ADJUSTED
 TV0511* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0511  ______________________________________________________________________
 TV0511  GEOID HEIGHT    -        -42.180 (meters)                     GEOID18
 TV0511  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 TV0511  HORZ ORDER      -  THIRD
 TV0511
 TV0511.The horizontal coordinates were established by classical geodetic methods
 TV0511.and adjusted by the National Geodetic Survey in May 1997.
 TV0511
 TV0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0511
 TV0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0511.GEOID18 height accuracy estimate available here.
 TV0511
 TV0511.Click photographs - Photos may exist for this station.
 TV0511
 TV0511.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0511
 TV0511. The following values were computed from the NAD 83(1997) position.
 TV0511
 TV0511;                    North         East     Units Scale Factor Converg.
 TV0511;SPC PRVI     -   255,640.983   360,916.445   MT  0.99999536   +0 28 34.7
 TV0511;UTM  20      - 2,027,755.898   298,044.839   MT  1.00010425   -0 36 04.3
 TV0511
 TV0511:                Primary Azimuth Mark                     Grid Az
 TV0511:SPC PRVI     -  BUCK BUCK IS LH                          160 45 34.1
 TV0511:UTM  20      -  BUCK BUCK IS LH                          161 50 13.1
 TV0511
 TV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9804427755(NAD 83)
 TV0511
 TV0511|---------------------------------------------------------------------|
 TV0511| PID    Reference Object                     Distance      Geod. Az  |
 TV0511|                                                           dddmmss.s |
 TV0511| TV0508 BUCK BUCK IS LH                     APPROX. 6.1 KM 1611408.8 |
 TV0511| TV0502 EAST POINT LIGHTHOUSE               APPROX. 1.6 KM 2275913.2 |
 TV0511| TV0542 COWELLS BATTERY SIG FLAG            APPROX. 2.3 KM 2580212.6 |
 TV0511| CE4718 FLAG RM 1                                          26506     |
 TV0511| TV0534 FLAT                                APPROX. 5.5 KM 2654747.7 |
 TV0511| TV0526 FRENCH                              APPROX. 3.1 KM 2955604.4 |
 TV0511| TV0519 KING WHARF CONC BLDG FLAGPOLE       APPROX. 2.4 KM 2995116.8 |
 TV0511| TV0516 BLACK BLACKBEARD CASTLE             APPROX. 2.5 KM 3075752.1 |
 TV0511| TV0515 BLUE BLUEBEARD CASTLE FLAGPOLE      APPROX. 1.8 KM 3093222.3 |
 TV0511| CE4719 FLAG RM 2                                          35102     |
 TV0511|---------------------------------------------------------------------|
 TV0511
 TV0511                          SUPERSEDED SURVEY CONTROL
 TV0511
 TV0511  NAD 83(1993)-  18 19 48.01183(N)    064 54 39.64358(W) AD(       ) 3
 TV0511  NAD 83(1986)-  18 19 47.98035(N)    064 54 39.60647(W) AD(       ) 3
 TV0511  PR          -  18 19 55.14301(N)    064 54 41.09080(W) AD(       ) 3
 TV0511  LMSL    (07/19/86)  297.5    (m)          976.     (f) VERT ANG       
 TV0511
 TV0511.Superseded values are not recommended for survey control.
 TV0511
 TV0511.NGS no longer adjusts projects to the PR datum.
 TV0511.See file dsdata.pdf to determine how the superseded data were derived.
 TV0511
 TV0511_MARKER: Z = SEE DESCRIPTION
 TV0511_SETTING: 0 = UNSPECIFIED SETTING
 TV0511
 TV0511  HISTORY     - Date     Condition        Report By
 TV0511  HISTORY     - 1918     MONUMENTED       CGS
 TV0511  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0511
 TV0511                          STATION DESCRIPTION
 TV0511
 TV0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0511'MAIN SCHEME STATION FLAG IS ON WHAT IS CALLED FLAGHILL.  THE
 TV0511'HILL IS A PROMINENT ONE ON THE E SIDE OF ST. THOMAS HARBOR.  THE
 TV0511'STATION IS ON THE MIDDLE OF THE SUMMIT RIDGE AND ABOUT 50
 TV0511'METERS W OF THE HIGHEST PART OF THE HILL.
 TV0511'
 TV0511'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO A
 TV0511'DRILL HOLE IN A BOULDER.  A CAIRN OF ROCKS WAS PILED AROUND
 TV0511'THE BOULDER.  THE BOULDER IS APPROXIMATELY 0.5 METER IN
 TV0511'DIAMETER AND PROJECTS APPROXIMATELY 0.5 METER ABOVE THE SURFACE.
 TV0511'
 TV0511'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED INTO A CRACK
 TV0511'ON THE SIDE OF A BOULDER ON THE RIDGE.
 TV0511'
 TV0511'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED INTO A DRILL
 TV0511'HOLE IN A BOULDER ON THE N SIDE OF THE RIDGE.
 TV0511
 TV0511                          STATION RECOVERY (1965)
 TV0511
 TV0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0511'A TWO HOUR SEARCH OF THE AREA WAS MADE BUT DUE TO TALL GRASS
 TV0511'AND MANY ROCKS THE STATION WAS NOT RECOVERED.  TOP OF HILL HAS
 TV0511'BEEN LEVELED OFF AND TOP OF HILL REFRESHMENT BAR BUILT.  A
 TV0511'TRAMWAY RUNS TO TOP WHICH IS BEST WAY TO REACH TOP OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5036 ***********************************************************************
 TZ5036  DESIGNATION -  FLAG HILL RADIO TOWER
 TZ5036  PID         -  TZ5036
 TZ5036  STATE/COUNTY-  VQ/ST THOMAS
 TZ5036  COUNTRY     -  US
 TZ5036  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5036
 TZ5036                         *CURRENT SURVEY CONTROL
 TZ5036  ______________________________________________________________________
 TZ5036* NAD 83(1997) POSITION- 18 19 47.54668(N) 064 54 39.53494(W)   ADJUSTED
 TZ5036* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5036  ______________________________________________________________________
 TZ5036  GEOID HEIGHT    -        -42.180 (meters)                     GEOID18
 TZ5036  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 TZ5036  HORZ ORDER      -  THIRD
 TZ5036
 TZ5036.The horizontal coordinates were established by classical geodetic methods
 TZ5036.and adjusted by the National Geodetic Survey in May 1997.
 TZ5036
 TZ5036.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5036
 TZ5036.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5036.GEOID18 height accuracy estimate available here.
 TZ5036
 TZ5036.Click photographs - Photos may exist for this station.
 TZ5036
 TZ5036.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5036
 TZ5036. The following values were computed from the NAD 83(1997) position.
 TZ5036
 TZ5036;                    North         East     Units Scale Factor Converg.
 TZ5036;SPC PRVI     -   255,626.721   360,919.565   MT  0.99999535   +0 28 34.8
 TZ5036;UTM  20      - 2,027,741.578   298,047.690   MT  1.00010423   -0 36 04.3
 TZ5036
 TZ5036_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9804727741(NAD 83)
 TZ5036
 TZ5036                          SUPERSEDED SURVEY CONTROL
 TZ5036
 TZ5036  NAD 83(1993)-  18 19 47.54494(N)    064 54 39.54484(W) AD(       ) 3
 TZ5036  LMSL    (07/06/94)  331.1    (m)         1086.     (f) VERT ANG       
 TZ5036
 TZ5036.Superseded values are not recommended for survey control.
 TZ5036
 TZ5036.NGS no longer adjusts projects to the PR datum.
 TZ5036.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5036
 TZ5036_MARKER: 43 = RADIO/TV TOWER
 TZ5036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5036+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5036
 TZ5036  HISTORY     - Date     Condition        Report By
 TZ5036  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5036  HISTORY     - 20050130 GOOD             USPSQD
 TZ5036
 TZ5036                          STATION DESCRIPTION
 TZ5036
 TZ5036'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5036'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5036'IN THE SOUTHEAST CENTRAL PART OF THE ISLAND JUST SOUTHEAST OF THE
 TZ5036'SOUTHEAST EDGE OF CHARLOTTE AMALIE AND ABOUT 1 MI (1.6 KM) NORTHEAST
 TZ5036'OF MUHLENFELS POINT AND THE FRENCHMANS REEF RESORT AT THE TOP OF FLAG
 TZ5036'HILL.  THE OBJECT IS A STEEL MAST/TOWER AND THE POINT INTERSECTED IS
 TZ5036'THE CENTER OF THE TOWER.
 TZ5036
 TZ5036                          STATION RECOVERY (2005)
 TZ5036
 TZ5036'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0431 ***********************************************************************
 TV0431  DESIGNATION -  FLANNAGAN 1918
 TV0431  PID         -  TV0431
 TV0431  STATE/COUNTY-  VQ/ST JOHN
 TV0431  COUNTRY     -  US
 TV0431  USGS QUAD   -  CORAL BAY (2013)
 TV0431
 TV0431                         *CURRENT SURVEY CONTROL
 TV0431  ______________________________________________________________________
 TV0431* NAD 83(1997) POSITION- 18 19 36.73712(N) 064 39 00.58910(W)   ADJUSTED
 TV0431* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0431  ______________________________________________________________________
 TV0431  GEOID HEIGHT    -        -42.436 (meters)                     GEOID18
 TV0431  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 TV0431  HORZ ORDER      -  THIRD
 TV0431
 TV0431.The horizontal coordinates were established by classical geodetic methods
 TV0431.and adjusted by the National Geodetic Survey in May 1997.
 TV0431
 TV0431.The orthometric height was scaled from a topographic map.
 TV0431
 TV0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0431.GEOID18 height accuracy estimate available here.
 TV0431
 TV0431.Click photographs - Photos may exist for this station.
 TV0431
 TV0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0431
 TV0431. The following values were computed from the NAD 83(1997) position.
 TV0431
 TV0431;                    North         East     Units Scale Factor Converg.
 TV0431;SPC PRVI     -   255,543.224   388,491.690   MT  0.99999527   +0 33 28.6
 TV0431;UTM  20      - 2,027,139.716   325,614.564   MT  0.99997596   -0 31 08.4
 TV0431
 TV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2561427139(NAD 83)
 TV0431
 TV0431                          SUPERSEDED SURVEY CONTROL
 TV0431
 TV0431  NAD 83(1993)-  18 19 36.73935(N)    064 39 00.58900(W) AD(       ) 3
 TV0431  NAD 83(1986)-  18 19 36.70287(N)    064 39 00.55625(W) AD(       ) 3
 TV0431  PR          -  18 19 43.86476(N)    064 39 02.06994(W) AD(       ) 3
 TV0431
 TV0431.Superseded values are not recommended for survey control.
 TV0431
 TV0431.NGS no longer adjusts projects to the PR datum.
 TV0431.See file dsdata.pdf to determine how the superseded data were derived.
 TV0431
 TV0431_MARKER: Z = SEE DESCRIPTION
 TV0431_SETTING: 0 = UNSPECIFIED SETTING
 TV0431
 TV0431  HISTORY     - Date     Condition        Report By
 TV0431  HISTORY     - 1918     MONUMENTED       CGS
 TV0431  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0431
 TV0431                          STATION DESCRIPTION
 TV0431
 TV0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0431'STATION IS ON THE NE END OF THE TREELESS RIDGE THAT RUNS OUT
 TV0431'TO THE NE FROM THE MAIN PART OF THE ISLAND OF FLANNAGAN.
 TV0431'
 TV0431'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A CRACK
 TV0431'ABOUT THE MIDDLE OF A CONSPICUOUS FLAT-TOPPED, 3-METER DIAMETER
 TV0431'ROCK.
 TV0431'
 TV0431'REFERENCE MARK NO. 1 IS A REGULATION BRASS DISK CEMENTED IN A
 TV0431'CRACK 0.3 METER FROM EASTERN SIDE OF ROCK.  IT IS 1.642 METERS
 TV0431'DISTANT FROM THE STATION.
 TV0431'
 TV0431'REFERENCE MARK NO. 2 IS A REGULATION BRASS DISK CEMENTED IN
 TV0431'WIDENED CRACK ON TOP OF ROUNDED OUTCROPPING ROCK 2 METERS IN
 TV0431'DIAMETER, LYING TO THE NORTHWARD.  IT IS 12.13 METER DISTANT
 TV0431'FROM THE STATION.
 TV0431
 TV0431                          STATION RECOVERY (1924)
 TV0431
 TV0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0431'NO ATTEMPT MADE AT RECOVERY.  SIGNAL VISIBLE FROM SOME DISTANCE
 TV0431'OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0534 ***********************************************************************
 TV0534  DESIGNATION -  FLAT
 TV0534  PID         -  TV0534
 TV0534  STATE/COUNTY-  VQ/ST THOMAS
 TV0534  COUNTRY     -  US
 TV0534  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0534
 TV0534                         *CURRENT SURVEY CONTROL
 TV0534  ______________________________________________________________________
 TV0534* NAD 83(1997) POSITION- 18 19 34.89220(N) 064 57 46.18251(W)   ADJUSTED
 TV0534  ______________________________________________________________________
 TV0534  GEOID HEIGHT    -        -42.204 (meters)                     GEOID18
 TV0534  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 TV0534  HORZ ORDER      -  THIRD
 TV0534
 TV0534.The horizontal coordinates were established by classical geodetic methods
 TV0534.and adjusted by the National Geodetic Survey in May 1997.
 TV0534
 TV0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0534.GEOID18 height accuracy estimate available here.
 TV0534
 TV0534.Click photographs - Photos may exist for this station.
 TV0534
 TV0534.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0534
 TV0534. The following values were computed from the NAD 83(1997) position.
 TV0534
 TV0534;                    North         East     Units Scale Factor Converg.
 TV0534;SPC PRVI     -   255,192.880   355,442.390   MT  0.99999525   +0 27 36.4
 TV0534;UTM  20      - 2,027,410.771   292,562.652   MT  1.00013200   -0 37 02.6
 TV0534
 TV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9256227410(NAD 83)
 TV0534
 TV0534                          SUPERSEDED SURVEY CONTROL
 TV0534
 TV0534  NAD 83(1993)-  18 19 34.89116(N)    064 57 46.19218(W) AD(       ) 3
 TV0534  NAD 83(1986)-  18 19 34.86147(N)    064 57 46.15549(W) AD(       ) 3
 TV0534  PR          -  18 19 42.02435(N)    064 57 47.63099(W) AD(       ) 3
 TV0534
 TV0534.Superseded values are not recommended for survey control.
 TV0534
 TV0534.NGS no longer adjusts projects to the PR datum.
 TV0534.See file dsdata.pdf to determine how the superseded data were derived.
 TV0534
 TV0534
 TV0534  HISTORY     - Date     Condition        Report By
 TV0534  HISTORY     - UNK      MONUMENTED
 TV0534  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0534
 TV0534                          STATION DESCRIPTION
 TV0534
 TV0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0534'STATION NOT RECOVERABLE.  NO EVIDENCE OF MARKING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0067 ***********************************************************************
 TV0067  DESIGNATION -  FORT LOUISE AUGUSTA LIGHT
 TV0067  PID         -  TV0067
 TV0067  STATE/COUNTY-  VQ/ST CROIX
 TV0067  COUNTRY     -  US
 TV0067  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0067
 TV0067                         *CURRENT SURVEY CONTROL
 TV0067  ______________________________________________________________________
 TV0067* NAD 83(1997) POSITION- 17 45 18.23984(N) 064 41 39.87191(W)   ADJUSTED
 TV0067  ______________________________________________________________________
 TV0067  GEOID HEIGHT    -        -41.363 (meters)                     GEOID18
 TV0067  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 TV0067  HORZ ORDER      -  THIRD
 TV0067
 TV0067.The horizontal coordinates were established by classical geodetic methods
 TV0067.and adjusted by the National Geodetic Survey in May 1997.
 TV0067
 TV0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0067.GEOID18 height accuracy estimate available here.
 TV0067
 TV0067.Click photographs - Photos may exist for this station.
 TV0067
 TV0067.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0067
 TV0067. The following values were computed from the NAD 83(1997) position.
 TV0067
 TV0067;                    North         East     Units Scale Factor Converg.
 TV0067;SPC PRVI     -   192,213.018   384,415.831   MT  1.00002855   +0 32 38.7
 TV0067;UTM  20      - 1,963,897.602   320,357.968   MT  0.99999900   -0 31 00.6
 TV0067
 TV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2035763897(NAD 83)
 TV0067
 TV0067                          SUPERSEDED SURVEY CONTROL
 TV0067
 TV0067  NAD 83(1993)-  17 45 18.23813(N)    064 41 39.88185(W) AD(       ) 3
 TV0067  NAD 83(1986)-  17 45 18.22365(N)    064 41 39.85711(W) AD(       ) 3
 TV0067  PR          -  17 45 25.31963(N)    064 41 41.34163(W) AD(       ) 3
 TV0067
 TV0067.Superseded values are not recommended for survey control.
 TV0067
 TV0067.NGS no longer adjusts projects to the PR datum.
 TV0067.See file dsdata.pdf to determine how the superseded data were derived.
 TV0067
 TV0067
 TV0067  HISTORY     - Date     Condition        Report By
 TV0067  HISTORY     - UNK      MONUMENTED
 TV0067  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0067
 TV0067                          STATION DESCRIPTION
 TV0067
 TV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0067'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0560 ***********************************************************************
 TV0560  DESIGNATION -  FORTUNA 1918
 TV0560  PID         -  TV0560
 TV0560  STATE/COUNTY-  VQ/ST THOMAS
 TV0560  COUNTRY     -  US
 TV0560  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0560
 TV0560                         *CURRENT SURVEY CONTROL
 TV0560  ______________________________________________________________________
 TV0560* NAD 83(1997) POSITION- 18 20 28.19742(N) 065 01 21.10813(W)   ADJUSTED
 TV0560* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0560  ______________________________________________________________________
 TV0560  GEOID HEIGHT    -        -42.216 (meters)                     GEOID18
 TV0560  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 TV0560  HORZ ORDER      -  THIRD
 TV0560
 TV0560.The horizontal coordinates were established by classical geodetic methods
 TV0560.and adjusted by the National Geodetic Survey in May 1997.
 TV0560
 TV0560.The orthometric height was scaled from a topographic map.
 TV0560
 TV0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0560.GEOID18 height accuracy estimate available here.
 TV0560
 TV0560.Click photographs - Photos may exist for this station.
 TV0560
 TV0560.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0560
 TV0560. The following values were computed from the NAD 83(1997) position.
 TV0560
 TV0560;                    North         East     Units Scale Factor Converg.
 TV0560;SPC PRVI     -   256,782.076   349,119.029   MT  0.99999570   +0 26 29.1
 TV0560;UTM  20      - 2,029,118.890   286,269.341   MT  1.00016477   -0 38 12.1
 TV0560
 TV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8626929118(NAD 83)
 TV0560
 TV0560                          SUPERSEDED SURVEY CONTROL
 TV0560
 TV0560  NAD 83(1993)-  18 20 28.19700(N)    065 01 21.12013(W) AD(       ) 3
 TV0560  NAD 83(1986)-  18 20 28.16987(N)    065 01 21.08445(W) AD(       ) 3
 TV0560  PR          -  18 20 35.33196(N)    065 01 22.54772(W) AD(       ) 3
 TV0560
 TV0560.Superseded values are not recommended for survey control.
 TV0560
 TV0560.NGS no longer adjusts projects to the PR datum.
 TV0560.See file dsdata.pdf to determine how the superseded data were derived.
 TV0560
 TV0560
 TV0560  HISTORY     - Date     Condition        Report By
 TV0560  HISTORY     - 1918     MONUMENTED       CGS
 TV0560  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0560  HISTORY     - 1967     GOOD             CGS
 TV0560  HISTORY     - 1972     GOOD             NGS
 TV0560  HISTORY     - 19950424 GOOD             USPSQD
 TV0560
 TV0560                          STATION DESCRIPTION
 TV0560
 TV0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0560'STATION IS ON THE S SHORE OF THE ISLAND OF ST. THOMAS OFF
 TV0560'THE WESTERNMOST END OF FORTUNA BAY.  STATION IS NEAR THE
 TV0560'OUTERMOST EDGE OF A LARGE OFF SHORE ROCK.  A VERY NARROW
 TV0560'PASSAGE ABOUT 10 FEET WIDE WITH DEEP WATER SEPARATING THIS
 TV0560'ROCK FROM THE MAINLAND.  IN APPROACHING THE POINT, THE ROCK
 TV0560'APPEARS AS PART OF THE MAINLAND.  THE STATION IS ABOUT 8
 TV0560'FEET FROM THE WATER LINE AND ABOUT 4 FEET ABOVE HIGH WATER
 TV0560'MARK.  SAIL ROCK IS S 58 DEG W MAGNETIC FROM STATION.
 TV0560
 TV0560                          STATION RECOVERY (1923)
 TV0560
 TV0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0560'STATION WAS FOUND AS DESCRIBED.
 TV0560
 TV0560                          STATION RECOVERY (1967)
 TV0560
 TV0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0560'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TV0560'
 TV0560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MILES WEST.
 TV0560
 TV0560                          STATION RECOVERY (1972)
 TV0560
 TV0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0560'STATION FORTUNA FOUND AS DESCRIBED BY O.W.S. IN 1918.
 TV0560'
 TV0560'THIS STATION CAN ONLY BE REACHED BY SKIFF AND LANDING SHOULD BE
 TV0560'ATTEMPTED FROM LEEWARD ONLY IN CALM WEATHER WITH VERY LITTLE SWELL
 TV0560'RUNNING.  LANDING IS DIFFICULT BUT CAN BE DONE IN PERIODS OF CALM
 TV0560'AS IT IS ALMOST COMPLETELY EXPOSED TO SEAS AND WINDS.  WATER IS
 TV0560'SHOAL OFFSHORE OF THIS STATION SO CARE SHOULD BE EXERCISED IN
 TV0560'ATTEMPTING A LANDING.  STATION IS 0.2 MILES WEST OF DAVID POINT.
 TV0560'
 TV0560'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.4 MILES WEST
 TV0560'OF CHARLOTTE AMALIE.
 TV0560
 TV0560                          STATION RECOVERY (1995)
 TV0560
 TV0560'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3608 ***********************************************************************
 DL3608  DESIGNATION -  FRANCIS
 DL3608  PID         -  DL3608
 DL3608  STATE/COUNTY-  VQ/ST JOHN
 DL3608  COUNTRY     -  US
 DL3608  USGS QUAD   -  CRUZ BAY (2013)
 DL3608
 DL3608                         *CURRENT SURVEY CONTROL
 DL3608  ______________________________________________________________________
 DL3608* NAD 83(1986) POSITION- 18 20 25.9    (N) 064 46 27.1    (W)   HD_HELD2
 DL3608* VIVD09  ORTHO HEIGHT -   211.236 (meters)      693.03  (feet) ADJUSTED
 DL3608  ______________________________________________________________________
 DL3608  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 DL3608  VERT ORDER      -  FIRST     CLASS II
 DL3608
 DL3608.The horizontal coordinates were established by autonomous hand held GPS
 DL3608.observations and have an estimated accuracy of +/- 10 meters.
 DL3608
 DL3608.The orthometric height was determined by differential leveling and
 DL3608.adjusted by the NATIONAL GEODETIC SURVEY
 DL3608.in April 2012.
 DL3608
 DL3608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3608.GEOID18 height accuracy estimate available here.
 DL3608
 DL3608.Click photographs - Photos may exist for this station.
 DL3608
 DL3608;                    North         East    Units  Estimated Accuracy
 DL3608;SPC PRVI     -   256,931.      375,368.      MT  (+/- 10 meters HH2 GPS)
 DL3608
 DL3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1251828774(NAD 83)
 DL3608
 DL3608                          SUPERSEDED SURVEY CONTROL
 DL3608
 DL3608.No superseded survey control is available for this station.
 DL3608
 DL3608_MARKER: DV = VERTICAL CONTROL DISK
 DL3608_SETTING: 66 = SET IN ROCK OUTCROP
 DL3608_STAMPING: FRANCIS 2007
 DL3608_MARK LOGO: NGS
 DL3608_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3608+STABILITY: POSITION/ELEVATION WELL
 DL3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3608+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3608
 DL3608  HISTORY     - Date     Condition        Report By
 DL3608  HISTORY     - 20070815 MONUMENTED       NGS
 DL3608  HISTORY     - 20080415 GOOD             NGS
 DL3608
 DL3608                          STATION DESCRIPTION
 DL3608
 DL3608'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3608'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST-NORTHEAST OF CRUZ
 DL3608'BAY, IN EXPOSED ROCK OUTCROP BETWEEN ENTRANCE DRIVE AND PARKING LOT OF
 DL3608'THE MYRA KEATING SMITH HEALTH CENTER.  OWNERSHIP--MYRA KEATING SMITH
 DL3608'HEALTH CENTER.
 DL3608'
 DL3608'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3608'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3608'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3608'10.  TURN LEFT AND GO EASTERLY FOR 2.0 MI (3.2 KM) ON HIGHWAY 10 TO A
 DL3608'PAVED ENTRANCE TO THE HEALTH CENTER ON LEFT.  TURN LEFT AND GO NORTH
 DL3608'AND THEN WEST FOR ABOUT 70 M (229.7 FT) ON THE ENTRANCE ROAD TO THE
 DL3608'STATION ON THE RIGHT.
 DL3608'
 DL3608'IT IS SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP, 40.8 M (133.9
 DL3608'FT) NORTHEAST FROM THE WESTERN MOST STREET LIGHT, 35.6 M (116.8 FT)
 DL3608'NORTHWEST FROM A STREET LIGHT, 20.6 M (67.6 FT) SOUTHWEST FROM THE
 DL3608'SOUTHWEST CORNER OF A HELIPAD, 12.3 M (40.4 FT) SOUTH OF THE GUARDRAIL
 DL3608'OF A PARKING LOT AND 9.8 M (32.2 FT) NORTH FROM THE CENTERLINE OF THE
 DL3608'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0135 ***********************************************************************
 TV0135  DESIGNATION -  FREDENSBORG
 TV0135  PID         -  TV0135
 TV0135  STATE/COUNTY-  VQ/ST CROIX
 TV0135  COUNTRY     -  US
 TV0135  USGS QUAD   -  LONG POINT (2013)
 TV0135
 TV0135                         *CURRENT SURVEY CONTROL
 TV0135  ______________________________________________________________________
 TV0135* NAD 83(1997) POSITION- 17 44 00.12167(N) 064 46 56.89851(W)   ADJUSTED
 TV0135* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0135  ______________________________________________________________________
 TV0135  GEOID HEIGHT    -        -41.439 (meters)                     GEOID18
 TV0135  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 TV0135  HORZ ORDER      -  THIRD
 TV0135
 TV0135.The horizontal coordinates were established by classical geodetic methods
 TV0135.and adjusted by the National Geodetic Survey in May 1997.
 TV0135
 TV0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0135
 TV0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0135.GEOID18 height accuracy estimate available here.
 TV0135
 TV0135.Click photographs - Photos may exist for this station.
 TV0135
 TV0135.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0135
 TV0135. The following values were computed from the NAD 83(1997) position.
 TV0135
 TV0135;                    North         East     Units Scale Factor Converg.
 TV0135;SPC PRVI     -   189,724.957   375,098.521   MT  1.00003176   +0 30 59.5
 TV0135;UTM  20      - 1,961,582.400   310,996.307   MT  1.00004168   -0 32 35.1
 TV0135
 TV0135:                Primary Azimuth Mark                     Grid Az
 TV0135:SPC PRVI     -  WINDSOR                                  008 17 15.7
 TV0135:UTM  20      -  WINDSOR                                  009 20 50.3
 TV0135
 TV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1099661582(NAD 83)
 TV0135
 TV0135|---------------------------------------------------------------------|
 TV0135| PID    Reference Object                     Distance      Geod. Az  |
 TV0135|                                                           dddmmss.s |
 TV0135| TV0185 WINDSOR                             APPROX. 4.1 KM 0084815.2 |
 TV0135| TV0132 MIDLAND CHURCH STEEPLE              APPROX. 1.4 KM 0114644.3 |
 TV0135| TV0184 WINDSOR MILL                        APPROX. 3.0 KM 0183648.9 |
 TV0135| TV0183 CONCORDIA CHIMNEY                   APPROX. 3.0 KM 0304017.1 |
 TV0135| TV0182 MORNING STAR CHIMNEY                APPROX. 3.6 KM 0390446.3 |
 TV0135| CE4724 FREDENSBORG RM 3                                   05523     |
 TV0135| TV0125 MARYS FANCY CHIMNEY                 APPROX. 2.3 KM 0552948.6 |
 TV0135| TV0181 RATTAN CHIMNEY                      APPROX. 3.6 KM 0581602.0 |
 TV0135| TV0120 SION HILL CHIMNEY                   APPROX. 3.9 KM 0770618.5 |
 TV0135| TV0117 SION FARM FAN MILL                  APPROX. 4.1 KM 0902641.4 |
 TV0135| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 3.1 KM 0974713.6 |
 TV0135| TV0116 PETERS REST STATION CHIMNEY         APPROX. 5.2 KM 1002814.5 |
 TV0135| TV0115 WORK AND REST CHIMNEY               APPROX. 5.7 KM 1023952.6 |
 TV0135| TV0119 CASTLE COAKLEY MILL 2               APPROX. 4.1 KM 1040417.9 |
 TV0135| TV0126 BARREN SPOT CHURCH STEEPLE          APPROX. 2.0 KM 1111749.6 |
 TV0135| TV0109 LITTLE DIAMOND MILL                 APPROX. 7.9 KM 1131926.3 |
 TV0135| TV0114 CANE GARDEN MILL                    APPROX. 6.6 KM 1183838.2 |
 TV0135| TV0122 JERUSALEM MILL                      APPROX. 4.1 KM 1230127.9 |
 TV0135| TV0128 OLD MILL 2                          APPROX. 1.8 KM 1294002.5 |
 TV0135| TV0133 SLOB MILL                           347.402 METERS 13316     |
 TV0135| TV0129 CLIFTON MILL                        APPROX. 1.1 KM 1354242.6 |
 TV0135| TV0131 KINGS HILL CHURCH                   APPROX. 0.8 KM 1580016.9 |
 TV0135| TV0136 KINGS HILL FLAGSTAFF                APPROX. 1.0 KM 1841448.5 |
 TV0135| CE4722 FREDENSBORG RM 1                                   19502     |
 TV0135| TV0141 GOLDEN GROVE FLAGSTAFF              APPROX. 2.7 KM 2230734.2 |
 TV0135| TV0146 ADVENTURE MILL                      APPROX. 3.8 KM 2293733.4 |
 TV0135| TV0145 LOWER LOVE CHIMNEY                  APPROX. 3.0 KM 2440240.8 |
 TV0135| TV0152 PLESSEN CHIMNEY                     APPROX. 4.4 KM 2475509.8 |
 TV0135| CE4723 FREDENSBORG RM 2                                   27152     |
 TV0135| TV0147 RIVER MILL                          APPROX. 3.1 KM 2850441.7 |
 TV0135| TV0142 COLQUHOUN MT PLEASANT CHIMNEY       APPROX. 2.2 KM 2992305.4 |
 TV0135| TV0137 FREDENSBORG MILL                    241.800 METERS 33304     |
 TV0135| TV0138 MON BIJOU CHIMNEY                   APPROX. 1.6 KM 3413816.9 |
 TV0135| TV0186 LEBANON CHIMNEY                     APPROX. 2.3 KM 3472649.3 |
 TV0135|---------------------------------------------------------------------|
 TV0135
 TV0135                          SUPERSEDED SURVEY CONTROL
 TV0135
 TV0135  NAD 83(1993)-  17 44 00.11993(N)    064 46 56.90823(W) AD(       ) 3
 TV0135  NAD 83(1986)-  17 44 00.10415(N)    064 46 56.88710(W) AD(       ) 3
 TV0135  PR          -  17 44 07.19845(N)    064 46 58.36432(W) AD(       ) 3
 TV0135  LMSL    (07/19/86)   74.3    (m)          244.     (f) VERT ANG       
 TV0135
 TV0135.Superseded values are not recommended for survey control.
 TV0135
 TV0135.NGS no longer adjusts projects to the PR datum.
 TV0135.See file dsdata.pdf to determine how the superseded data were derived.
 TV0135
 TV0135_MARKER: Z = SEE DESCRIPTION
 TV0135_SETTING: 0 = UNSPECIFIED SETTING
 TV0135
 TV0135  HISTORY     - Date     Condition        Report By
 TV0135  HISTORY     - 1919     MONUMENTED       CGS
 TV0135  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0135  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0135  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 TV0135
 TV0135                          STATION DESCRIPTION
 TV0135
 TV0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0135'STATION IS ON APPROXIMATELY THE HIGHEST TIP OF THE KNOLL
 TV0135'ON WHICH FREDENSBORG ESTATE HOUSE STANDS.  THIS KNOLL IS THE
 TV0135'NORTHERN END OF THE RIDGE KNOWN AS KINGS HILL.  THE STATION
 TV0135'IS ABOUT 20 METERS FROM THE EASTERN EDGE OF THE HILLTOP.
 TV0135'
 TV0135'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0135'CEMENTED IN A DRILL HOLE IN A SMALL ROCK OUTCROPPING 5
 TV0135'CENTIMETERS.
 TV0135'
 TV0135'REFERENCE MARK NO. 1 IS A SIMILAR DISK CEMENTED IN ROCK
 TV0135'LYING FLUSH WITH THE GROUND ON SLOPE TO THE S.  A TREE STANDS
 TV0135'IN LINE BETWEEN STATION AND REFERENCE MARKS.
 TV0135'
 TV0135'REFERENCE MARK NO.2 IS A SIMILAR DISK CEMENTED IN A DRILL
 TV0135'HOLE IN ONE OF A CLUSTER OF ROCKS LYING 2 METERS FROM THE
 TV0135'N EDGE OF HILLTOP.  A BOULDER 1 METER IN DIAMETER LIES
 TV0135'ALONGSIDE OF THE REFERENCE MARK AND TO THE NW OF IT.
 TV0135'
 TV0135'REFERENCE MARK NO.3 IS A STANDARD BRASS REFERENCE DISK
 TV0135'CEMENTED IN A DRILL HOLE IN ROCK LYING ON THE NORTHERN
 TV0135'BREAK OF THE HILLTOP.
 TV0135'
 TV0135'TOP OF POLE - 8.50 METERS.
 TV0135
 TV0135                          STATION RECOVERY (1921)
 TV0135
 TV0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0135'STATION FOUND AS DESCRIBED.
 TV0135
 TV0135                          STATION RECOVERY (1977)
 TV0135
 TV0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0135'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH DUE TO HEAVY
 TV0135'OVERGROWTH.
 TV0135'
 TV0135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MI. WEST
 TV0135'OF CHRISTIANSTED.
 TV0135
 TV0135                          STATION RECOVERY (1995)
 TV0135
 TV0135'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0500 ***********************************************************************
 TV0500  DESIGNATION -  GAS 1918
 TV0500  PID         -  TV0500
 TV0500  STATE/COUNTY-  VQ/ST THOMAS
 TV0500  COUNTRY     -  US
 TV0500  USGS QUAD   -  CRUZ BAY (2013)
 TV0500
 TV0500                         *CURRENT SURVEY CONTROL
 TV0500  ______________________________________________________________________
 TV0500* NAD 83(1997) POSITION- 18 18 25.03531(N) 064 51 47.85430(W)   ADJUSTED
 TV0500* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0500  ______________________________________________________________________
 TV0500  GEOID HEIGHT    -        -42.204 (meters)                     GEOID18
 TV0500  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 TV0500  HORZ ORDER      -  THIRD
 TV0500
 TV0500.The horizontal coordinates were established by classical geodetic methods
 TV0500.and adjusted by the National Geodetic Survey in May 1997.
 TV0500
 TV0500.The orthometric height was scaled from a topographic map.
 TV0500
 TV0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0500.GEOID18 height accuracy estimate available here.
 TV0500
 TV0500.Click photographs - Photos may exist for this station.
 TV0500
 TV0500.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0500
 TV0500. The following values were computed from the NAD 83(1997) position.
 TV0500
 TV0500;                    North         East     Units Scale Factor Converg.
 TV0500;SPC PRVI     -   253,132.531   365,982.148   MT  0.99999476   +0 29 28.5
 TV0500;UTM  20      - 2,025,152.413   303,062.978   MT  1.00007950   -0 35 07.7
 TV0500
 TV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0306225152(NAD 83)
 TV0500
 TV0500                          SUPERSEDED SURVEY CONTROL
 TV0500
 TV0500  NAD 83(1993)-  18 18 25.03493(N)    064 51 47.85855(W) AD(       ) 3
 TV0500  NAD 83(1986)-  18 18 25.00253(N)    064 51 47.82223(W) AD(       ) 3
 TV0500  PR          -  18 18 32.16599(N)    064 51 49.31409(W) AD(       ) 3
 TV0500
 TV0500.Superseded values are not recommended for survey control.
 TV0500
 TV0500.NGS no longer adjusts projects to the PR datum.
 TV0500.See file dsdata.pdf to determine how the superseded data were derived.
 TV0500
 TV0500_MARKER: Z = SEE DESCRIPTION
 TV0500_SETTING: 0 = UNSPECIFIED SETTING
 TV0500
 TV0500  HISTORY     - Date     Condition        Report By
 TV0500  HISTORY     - 1918     MONUMENTED       CGS
 TV0500  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0500  HISTORY     - 1973     GOOD             NGS
 TV0500
 TV0500                          STATION DESCRIPTION
 TV0500
 TV0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0500'STATION GAS IS ON GAS ISLAND IN THE ENTRANCE TO JERSEY BAY,
 TV0500'3.5 MILES E OF EAST POINT LIGHT.  THE STATION IS ON THE
 TV0500'HIGHEST PINNACLE OF THE ISLAND.
 TV0500'
 TV0500'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0500'INTO A DRILL HOLE OF CONSPICUOUS OUTCROP.
 TV0500'
 TV0500'REFERENCE MARK NO.1, A STANDARD DISK CEMENTED IN A DEPRESSION
 TV0500'OF OUTCROPPING LEDGE, BEARS N 46 DEG E (MAGNETIC) AND IS
 TV0500'4.27 METERS DISTANT FROM STATION.
 TV0500
 TV0500                          STATION RECOVERY (1926)
 TV0500
 TV0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0500'STATION RECOVERED AS DESCRIBED.
 TV0500
 TV0500                          STATION RECOVERY (1973)
 TV0500
 TV0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0500'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  THE 1918
 TV0500'DESCRIPTION BY O.W.S. REQUIRES REVISION AS FOLLOWS--
 TV0500'
 TV0500'STATION GAS IS ON CAS CAY IN THE ENTRANCE TO JERSEY BAY, 1.1 MILE
 TV0500'W.S.W. OF DECK POINT.  THE STATION IS NEAR THE EAST END AND ON THE
 TV0500'HIGHEST POINT OF THE ISLAND.  BOTH THE STATION AND REFERENCE MARK
 TV0500'DISKS ARE UNSTAMPED.
 TV0500'
 TV0500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILE S.E. OF
 TV0500'CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0513 ***********************************************************************
 TV0513  TIDAL BM    -  This is a Tidal Bench Mark.
 TV0513  DESIGNATION -  GEN
 TV0513  PID         -  TV0513
 TV0513  STATE/COUNTY-  VQ/ST THOMAS
 TV0513  COUNTRY     -  US
 TV0513  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0513
 TV0513                         *CURRENT SURVEY CONTROL
 TV0513  ______________________________________________________________________
 TV0513* NAD 83(1997) POSITION- 18 21 59.43542(N) 064 55 20.14224(W)   NO CHECK
 TV0513  ______________________________________________________________________
 TV0513  GEOID HEIGHT    -        -42.249 (meters)                     GEOID18
 TV0513  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 TV0513  HORZ ORDER      -  THIRD
 TV0513
 TV0513.The horizontal coordinates were established by classical geodetic methods
 TV0513.and adjusted by the National Geodetic Survey in May 1997.
 TV0513
 TV0513.No horizontal observational check was made to the station.
 TV0513
 TV0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0513.GEOID18 height accuracy estimate available here.
 TV0513
 TV0513.This Tidal Bench Mark is designated as VM 23541
 TV0513.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 TV0513
 TV0513.Click photographs - Photos may exist for this station.
 TV0513
 TV0513.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0513
 TV0513. The following values were computed from the NAD 83(1997) position.
 TV0513
 TV0513;                    North         East     Units Scale Factor Converg.
 TV0513;SPC PRVI     -   259,671.698   359,693.804   MT  0.99999663   +0 28 22.1
 TV0513;UTM  20      - 2,031,809.354   296,898.126   MT  1.00010999   -0 36 21.2
 TV0513
 TV0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9689831809(NAD 83)
 TV0513
 TV0513                          SUPERSEDED SURVEY CONTROL
 TV0513
 TV0513  NAD 83(1993)-  18 21 59.43723(N)    064 55 20.14979(W) AD(       ) 3
 TV0513  NAD 83(1986)-  18 21 59.40666(N)    064 55 20.11152(W) AD(       ) 3
 TV0513  PR          -  18 22 06.57072(N)    064 55 21.59519(W) AD(       ) 3
 TV0513
 TV0513.Superseded values are not recommended for survey control.
 TV0513
 TV0513.NGS no longer adjusts projects to the PR datum.
 TV0513.See file dsdata.pdf to determine how the superseded data were derived.
 TV0513
 TV0513_MARKER: DJ = TIDAL STATION DISK
 TV0513_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TV0513_MARK LOGO: CGS
 TV0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0513+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2008
 TV0513
 TV0513  HISTORY     - Date     Condition        Report By
 TV0513  HISTORY     - UNK      MONUMENTED
 TV0513  HISTORY     - 1923     GOOD             CGS
 TV0513  HISTORY     - 19950424 MARK NOT FOUND   USPSQD
 TV0513  HISTORY     - 20080203 GOOD             GEOCAC
 TV0513
 TV0513                          STATION DESCRIPTION
 TV0513
 TV0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0513'STATION FOUND.
 TV0513
 TV0513                          STATION RECOVERY (1995)
 TV0513
 TV0513'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0513'MARK NOT FOUND.
 TV0513
 TV0513                          STATION RECOVERY (2008)
 TV0513
 TV0513'RECOVERY NOTE BY GEOCACHING 2008
 TV0513'MARK LOCATED ON ROCK SURROUNDED BY WATER NEAR THE NORTH END OF MAGENS
 TV0513'BAY BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0164 ***********************************************************************
 TV0164  DESIGNATION -  GEORGE
 TV0164  PID         -  TV0164
 TV0164  STATE/COUNTY-  VQ/ST CROIX
 TV0164  COUNTRY     -  US
 TV0164  USGS QUAD   -  LONG POINT (2013)
 TV0164
 TV0164                         *CURRENT SURVEY CONTROL
 TV0164  ______________________________________________________________________
 TV0164* NAD 83(1997) POSITION- 17 43 09.54857(N) 064 51 22.96427(W)   ADJUSTED
 TV0164* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0164  ______________________________________________________________________
 TV0164  GEOID HEIGHT    -        -41.540 (meters)                     GEOID18
 TV0164  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 TV0164  HORZ ORDER      -  THIRD
 TV0164
 TV0164.The horizontal coordinates were established by classical geodetic methods
 TV0164.and adjusted by the National Geodetic Survey in May 1997.
 TV0164
 TV0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0164
 TV0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0164.GEOID18 height accuracy estimate available here.
 TV0164
 TV0164.Click photographs - Photos may exist for this station.
 TV0164
 TV0164.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0164
 TV0164. The following values were computed from the NAD 83(1997) position.
 TV0164
 TV0164;                    North         East     Units Scale Factor Converg.
 TV0164;SPC PRVI     -   188,101.072   367,273.151   MT  1.00003391   +0 29 36.3
 TV0164;UTM  20      - 1,960,103.395   303,142.043   MT  1.00007915   -0 33 54.6
 TV0164
 TV0164:                Primary Azimuth Mark                     Grid Az
 TV0164:SPC PRVI     -  HOGENSBORG CHIMNEY                       136 15 29.9
 TV0164:UTM  20      -  HOGENSBORG CHIMNEY                       137 19 00.8
 TV0164
 TV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0314260103(NAD 83)
 TV0164
 TV0164|---------------------------------------------------------------------|
 TV0164| PID    Reference Object                     Distance      Geod. Az  |
 TV0164|                                                           dddmmss.s |
 TV0164| TV0197 ANNALLY CHIMNEY                     APPROX. 3.4 KM 0041656.3 |
 TV0164| TV0195 BODKIN MILL                         APPROX. 4.0 KM 0290617.3 |
 TV0164| TV0158 TWO FRIENDS CHIMNEY                 APPROX. 2.7 KM 0395843.7 |
 TV0164| CE4731 GEORGE RM 1                                        06900     |
 TV0164| TV0140 BETHLEHEM CHIMNEY                   APPROX. 6.7 KM 0794003.2 |
 TV0164| TV0136 KINGS HILL FLAGSTAFF                APPROX. 7.8 KM 0861119.4 |
 TV0164| TV0145 LOWER LOVE CHIMNEY                  APPROX. 5.1 KM 0872922.9 |
 TV0164| TV0152 PLESSEN CHIMNEY                     APPROX. 3.8 KM 0912337.5 |
 TV0164| TV0141 GOLDEN GROVE FLAGSTAFF              APPROX. 6.0 KM 0934331.9 |
 TV0164| TV0127 KRAUSSE                             APPROX. 9.8 KM 1074104.1 |
 TV0164| TV0148 PARADISE MILL                       APPROX. 4.6 KM 1085852.8 |
 TV0164| TV0155 BIG DIAMOND CHIMNEY                 APPROX. 3.7 KM 1171003.2 |
 TV0164| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 5.2 KM 1253101.1 |
 TV0164| TV0157 OLD PYE MILL                        APPROX. 2.9 KM 1282158.6 |
 TV0164| TV0153 BREID WINDMILL                      APPROX. 5.1 KM 1333800.9 |
 TV0164| TV0160 HOGENSBORG CHIMNEY                  APPROX. 1.6 KM 1364506.2 |
 TV0164| TV0161 CARLTON MILL                        APPROX. 2.1 KM 1573224.6 |
 TV0164| TV0163 TWO WILLIAMS MILL                   APPROX. 1.5 KM 1762810.2 |
 TV0164| CE4732 GEORGE RM 2                                        18204     |
 TV0164| TV0165 WYM CHIMNEY                         APPROX. 2.2 KM 1930150.4 |
 TV0164| TV0172 WRECK                               APPROX. 6.6 KM 2281509.3 |
 TV0164| TV0169 RED CHURCH STEEPLE                  APPROX. 2.6 KM 2540045.4 |
 TV0164| TV0168 LA GRANGE CHIMNEY                   APPROX. 2.3 KM 2694322.8 |
 TV0164| TV0170 PROSPERITY CHIMNEY HOT              APPROX. 3.0 KM 2842604.1 |
 TV0164| TV0171 SPRAT HALL MILL                     APPROX. 4.2 KM 3025150.5 |
 TV0164| TV0166 PUNCH MILL                          APPROX. 2.8 KM 3311735.7 |
 TV0164| TV0204 NICHOLAS MILL                       APPROX. 4.1 KM 3353224.3 |
 TV0164| TV0201 MT VICTORY MILL                     APPROX. 3.8 KM 3405553.5 |
 TV0164|---------------------------------------------------------------------|
 TV0164
 TV0164                          SUPERSEDED SURVEY CONTROL
 TV0164
 TV0164  NAD 83(1993)-  17 43 09.54691(N)    064 51 22.97351(W) AD(       ) 3
 TV0164  NAD 83(1986)-  17 43 09.53042(N)    064 51 22.95423(W) AD(       ) 3
 TV0164  PR          -  17 43 16.62253(N)    064 51 24.42785(W) AD(       ) 3
 TV0164  LMSL    (07/19/86)  264.5    (m)          868.     (f) VERT ANG       
 TV0164
 TV0164.Superseded values are not recommended for survey control.
 TV0164
 TV0164.NGS no longer adjusts projects to the PR datum.
 TV0164.See file dsdata.pdf to determine how the superseded data were derived.
 TV0164
 TV0164_MARKER: Z = SEE DESCRIPTION
 TV0164_SETTING: 0 = UNSPECIFIED SETTING
 TV0164
 TV0164  HISTORY     - Date     Condition        Report By
 TV0164  HISTORY     - 1919     MONUMENTED       CGS
 TV0164  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0164
 TV0164                          STATION DESCRIPTION
 TV0164
 TV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0164'ON HIGHEST TIP OF THE 867-FOOT GRASS-COVERED HILL CALLED
 TV0164'SIGNAL HILL, ON THE WESTERN END OF THE ISLAND 1.5 MILES E
 TV0164'OF FREDERIKSTED.  MARKED BY A STANDARD BRASS DISK IN THE TOP
 TV0164'OF A 6-INCH DIAMETER CEMENT POST 18 INCHES LONG PLANTED WITH
 TV0164'ITS TOP FLUSH WITH THE GROUND.
 TV0164'
 TV0164'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK
 TV0164'CEMENTED IN A DRILL HOLE IN A SMALL ROCK OUTCROPPING ON THE
 TV0164'EASTERN SIDE OF THE HILLTOP 4 FEET LOWER THAN THE STATION MARK.
 TV0164'
 TV0164'REFERENCE MARK NO.2 IS A SIMILAR MARK CEMENTED IN A DRILL
 TV0164'HOLE IN DEPRESSION OF A SMALL ROCK OUTCROPPING ON THE SW
 TV0164'BREAK OF THE HILLTOP.
 TV0164'
 TV0164'TOP OF POLE - 5.80 METERS.
 TV0164
 TV0164                          STATION RECOVERY (1977)
 TV0164
 TV0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0164'STATION IS DESTROYED DUE TO CONSTRUCTION OF A NAVY ANTENNA SITE.
 TV0164'THE U.S. NAVAL OCEANOGRAPHIC OFFICE HAS ESTABLISHED THEIR STATION
 TV0164'GEORGE ABOUT 300 FEET SOUTH ON A LOWER PART OF THE HILL.
 TV0164'
 TV0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.9 MI.
 TV0164'NORTHEAST OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0472 ***********************************************************************
 TV0472  DESIGNATION -  GIFT
 TV0472  PID         -  TV0472
 TV0472  STATE/COUNTY-  VQ/ST JOHN
 TV0472  COUNTRY     -  US
 TV0472  USGS QUAD   -  CRUZ BAY (2013)
 TV0472
 TV0472                         *CURRENT SURVEY CONTROL
 TV0472  ______________________________________________________________________
 TV0472* NAD 83(1997) POSITION- 18 19 32.01031(N) 064 46 21.23337(W)   ADJUSTED
 TV0472* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0472  ______________________________________________________________________
 TV0472  GEOID HEIGHT    -        -42.182 (meters)                     GEOID18
 TV0472  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 TV0472  HORZ ORDER      -  THIRD
 TV0472
 TV0472.The horizontal coordinates were established by classical geodetic methods
 TV0472.and adjusted by the National Geodetic Survey in May 1997.
 TV0472
 TV0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0472
 TV0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0472.GEOID18 height accuracy estimate available here.
 TV0472
 TV0472.Click photographs - Photos may exist for this station.
 TV0472
 TV0472.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0472
 TV0472. The following values were computed from the NAD 83(1997) position.
 TV0472
 TV0472;                    North         East     Units Scale Factor Converg.
 TV0472;SPC PRVI     -   255,276.234   375,554.839   MT  0.99999523   +0 31 10.7
 TV0472;UTM  20      - 2,027,115.942   312,674.860   MT  1.00003383   -0 33 26.9
 TV0472
 TV0472:                Primary Azimuth Mark                     Grid Az
 TV0472:SPC PRVI     -  CAMEL                                    057 30 30.3
 TV0472:UTM  20      -  CAMEL                                    058 35 07.9
 TV0472
 TV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1267427115(NAD 83)
 TV0472
 TV0472|---------------------------------------------------------------------|
 TV0472| PID    Reference Object                     Distance      Geod. Az  |
 TV0472|                                                           dddmmss.s |
 TV0472| TV0468 CAMEL                               APPROX. 2.4 KM 0580141.0 |
 TV0472| CE4735 GIFT RM 1                                          26822     |
 TV0472| CE4736 GIFT RM 2                                          35045     |
 TV0472|---------------------------------------------------------------------|
 TV0472
 TV0472                          SUPERSEDED SURVEY CONTROL
 TV0472
 TV0472  NAD 83(1993)-  18 19 32.01182(N)    064 46 21.23452(W) AD(       ) 3
 TV0472  NAD 83(1986)-  18 19 31.97758(N)    064 46 21.19968(W) AD(       ) 3
 TV0472  PR          -  18 19 39.14054(N)    064 46 22.70443(W) AD(       ) 3
 TV0472  LMSL    (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 TV0472
 TV0472.Superseded values are not recommended for survey control.
 TV0472
 TV0472.NGS no longer adjusts projects to the PR datum.
 TV0472.See file dsdata.pdf to determine how the superseded data were derived.
 TV0472
 TV0472_MARKER: B = BOLT
 TV0472_SETTING: 0 = UNSPECIFIED SETTING
 TV0472
 TV0472  HISTORY     - Date     Condition        Report By
 TV0472  HISTORY     - 1918     MONUMENTED       CGS
 TV0472  HISTORY     - 1946     GOOD             IAGS
 TV0472  HISTORY     - 1973     GOOD             NGS
 TV0472  HISTORY     - 1977     GOOD             NGS
 TV0472
 TV0472                          STATION DESCRIPTION
 TV0472
 TV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0472'STATION IS ON THE TOP OF GIFT HILL, SOMETIMES CALLED SESSMAN HILL.
 TV0472'
 TV0472'MARKED BY A COPPER BOLT CEMENTED IN A SMALL LOW ROCK.  THIS
 TV0472'WAS AN OLD DANISH STATION.
 TV0472'
 TV0472'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN A
 TV0472'DEPRESSION OF LARGE ROCK.  IT BEARS S 88 DEG 22 MIN W (TRUE)
 TV0472'AND IS 7.96 METERS DISTANT FROM STATION.
 TV0472'
 TV0472'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK CEMENTED IN
 TV0472'DEPRESSION IN ROCK.  IT BEARS N 9 DEG 15 MIN W (TRUE) AND IS
 TV0472'3.54 METERS DISTANT FROM THE STATION.
 TV0472
 TV0472                          STATION RECOVERY (1946)
 TV0472
 TV0472'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CFG)
 TV0472'STATION IS ON THE TOP OF GIFT HILL, SOMETIMES CALLED SESSMAN
 TV0472'HILL.  IT IS A COPPER BOLT CEMENTED IN LOW ROCK ABOUT 1
 TV0472'FOOT ABOVE THE GROUND.  SMALL ROCKS HAVE BEEN PLACED ALL
 TV0472'AROUND THE STATION.
 TV0472'
 TV0472'REFERENCE MARKS 1 AND 2 ARE STANDARD BRASS DISKS IN LARGE
 TV0472'BOULDERS.
 TV0472'
 TV0472'APPROXIMATELY 90 FEET S OF GIFT IS A SMALL CORRUGATED-METAL
 TV0472'HOUSE WITH RED ROOF, BELONGING TO A WOMAN BY THE NAME OF
 TV0472'CATHLEEN HOWELL.
 TV0472'
 TV0472'FROM CRUZ BAY, FOLLOW CENTER ROAD FOR APPROXIMATELY 2 MILES
 TV0472'TO POINT WHERE TRAIL LEADS OFF IN DIRECTION OF GIFT HILL
 TV0472'(CONSULT MAP OF ST. JOHN).  FOLLOW THIS TRAIL, WHICH BEARS
 TV0472'ALMOST TRUE S FROM CENTER ROAD, FOR ABOUT 3/4 MILE TO
 TV0472'HIGHEST POINT IN ELEVATION.  LEAVE MAIN TRAIL AND FOLLOW
 TV0472'PATH WHICH LEADS LEFT OF E.  LOW GIFT HILL WILL BE REACHED
 TV0472'IN A COUPLE OF HUNDRED FEET.  CONTINUE ACROSS INTO SADDLE
 TV0472'BETWEEN LOW GIFT AND HIGH GIFT HILL.  IN THE MIDDLE OF THE
 TV0472'SADDLE IS A FRAME HOUSE BELONGING TO ROBERT BASTIN.  (CONTACT
 TV0472'BASTIN FOR LOCATION OF STATION).  CONTINUE BEYOND THIS HOUSE
 TV0472'THROUGH GATE FOR ANOTHER 600 FEET TO THE TOP OF HIGH GIFT
 TV0472'HILL.
 TV0472
 TV0472                          STATION RECOVERY (1973)
 TV0472
 TV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0472'STATION MARK, WHICH IS A COPPER BOLT, AND R.M. NO. 2 RECOVERED IN
 TV0472'GOOD CONDITION.  R.M. NO. 1 NOT SEARCHED FOR.
 TV0472'
 TV0472'STATION MAY BE REACHED BY JEEP.  TO REACH FROM CRUZ BAY, PROCEED
 TV0472'ABOUT 2 MILES ON CENTERLINE ROAD TO THE PUBLIC WORKS GARAGE AND A
 TV0472'CONCRETE ROAD LEADING SOUTH.  GO SOUTH ON THIS ROAD WHICH BECOMES A
 TV0472'DIRT ROAD FOR ABOUT ONE MILE TO THE TOP OF GIFT HILL AND THE END OF
 TV0472'THE ROAD.  STATION IS ABOUT 125 FEET EAST OF THE HOUSE AT THE END
 TV0472'OF THE ROAD.
 TV0472'
 TV0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE E.S.E. OF
 TV0472'CRUZ BAY, ST. JOHN.
 TV0472
 TV0472                          STATION RECOVERY (1977)
 TV0472
 TV0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0472'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AND AS
 TV0472'DESCRIBED.  RM 1 WAS NOT SEARCHED FOR AT THIS TIME.
 TV0472'
 TV0472'THE STATION WAS USED AS A CHECK ANGLE FOR STATION BAKE.
 TV0472'
 TV0472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABT. 1.5 MILES
 TV0472'ESE OF CRUZ BAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0041 ***********************************************************************
 TV0041  DESIGNATION -  GOAT 1919
 TV0041  PID         -  TV0041
 TV0041  STATE/COUNTY-  VQ/ST CROIX
 TV0041  COUNTRY     -  US
 TV0041  USGS QUAD   -  BUCK ISLAND (2013)
 TV0041
 TV0041                         *CURRENT SURVEY CONTROL
 TV0041  ______________________________________________________________________
 TV0041* NAD 83(1997) POSITION- 17 45 10.31652(N) 064 34 41.31522(W)   ADJUSTED
 TV0041* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0041  ______________________________________________________________________
 TV0041  GEOID HEIGHT    -        -41.276 (meters)                     GEOID18
 TV0041  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 TV0041  HORZ ORDER      -  THIRD
 TV0041
 TV0041.The horizontal coordinates were established by classical geodetic methods
 TV0041.and adjusted by the National Geodetic Survey in May 1997.
 TV0041
 TV0041.The orthometric height was scaled from a topographic map.
 TV0041
 TV0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0041.GEOID18 height accuracy estimate available here.
 TV0041
 TV0041.Click photographs - Photos may exist for this station.
 TV0041
 TV0041.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0041
 TV0041. The following values were computed from the NAD 83(1997) position.
 TV0041
 TV0041;                    North         East     Units Scale Factor Converg.
 TV0041;SPC PRVI     -   192,090.434   396,748.066   MT  1.00002887   +0 34 49.7
 TV0041;UTM  20      - 1,963,546.628   332,685.121   MT  0.99994612   -0 28 52.7
 TV0041
 TV0041:                Primary Azimuth Mark                     Grid Az
 TV0041:SPC PRVI     -  BEE                                      255 54 24.8
 TV0041:UTM  20      -  BEE                                      256 58 07.2
 TV0041
 TV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3268563546(NAD 83)
 TV0041
 TV0041|---------------------------------------------------------------------|
 TV0041| PID    Reference Object                     Distance      Geod. Az  |
 TV0041|                                                           dddmmss.s |
 TV0041| TV0087 BEE                                 APPROX. 3.9 KM 2562914.5 |
 TV0041| TV0043 END                                 APPROX. 5.2 KM 3173401.0 |
 TV0041|---------------------------------------------------------------------|
 TV0041
 TV0041                          SUPERSEDED SURVEY CONTROL
 TV0041
 TV0041  NAD 83(1993)-  17 45 10.31444(N)    064 34 41.32595(W) AD(       ) 3
 TV0041  NAD 83(1986)-  17 45 10.30664(N)    064 34 41.30023(W) AD(       ) 3
 TV0041  PR          -  17 45 17.40077(N)    064 34 42.80562(W) AD(       ) 3
 TV0041
 TV0041.Superseded values are not recommended for survey control.
 TV0041
 TV0041.NGS no longer adjusts projects to the PR datum.
 TV0041.See file dsdata.pdf to determine how the superseded data were derived.
 TV0041
 TV0041_MARKER: Z = SEE DESCRIPTION
 TV0041_SETTING: 0 = UNSPECIFIED SETTING
 TV0041
 TV0041  HISTORY     - Date     Condition        Report By
 TV0041  HISTORY     - 1919     MONUMENTED       CGS
 TV0041  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0041  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0041  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0041  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0041
 TV0041                          STATION DESCRIPTION
 TV0041
 TV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0041'STATION IS ON HIGHEST TIP OF GOAT HILL, E END OF ST. CROIX
 TV0041'ISLAND.
 TV0041'
 TV0041'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION MARK
 TV0041'CEMENTED IN SMALL BOULDER BURIED IN THE GROUND AND
 TV0041'SURROUNDED WITH ROCKS.
 TV0041'
 TV0041'NO REFERENCE MARKS WERE PUT IN AS THEY WERE LEFT FOR THE
 TV0041'OBSERVING PARTY TO PUT IN.
 TV0041'
 TV0041'BEST WAY OF REACHING THE TOP IS FROM THE S SIDE.  NO
 TV0041'OBSERVATIONS TAKEN ON THE STATION OR AT THE STATION.
 TV0041'
 TV0041'A 3 BY 3 POLE ERECTED OVER STATION.
 TV0041
 TV0041                          STATION RECOVERY (1921)
 TV0041
 TV0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0041'FOUND AS DESCRIBED.
 TV0041'
 TV0041'NO REFERENCE MARKS PLACED BY THIS PARTY AS DIFFICULTY IN
 TV0041'PLACING NOT WARRANTING USE OF FURTHER TIME AT STATION.
 TV0041'
 TV0041'STATION IS OCCUPIED.
 TV0041
 TV0041                          STATION RECOVERY (1925)
 TV0041
 TV0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0041'STATION WAS NOT VISITED, IT IS USED FOR OFF-SHORE WORK.
 TV0041
 TV0041                          STATION RECOVERY (1975)
 TV0041
 TV0041'RECOVERY NOTE BY US NAVY 1975
 TV0041'SEARCHED FOR, BUT NOT FOUND.  A ROAD HAS BEEN BULLDOZED
 TV0041'(PROBABLY DURING WW II) TO EXTREME E. END OF TOP OF HILL.  STATION
 TV0041'PROBABLY DESTROYED.  A NEW STATION TAM 1975 WAS ESTABLISHED BY
 TV0041'NAVOCEANO IN THE IMMEDIATE VICINITY OF THE PRESUMED LOCATION
 TV0041'OF GOAT.  STATION TAM IS MARKED WITH A 1/2 INCH DIAMETER IRON
 TV0041'ROD IN A 6 INCH HIGH STONE CAIRN CEMENTED WITH PERMATEX.  TWO
 TV0041'3-1/2 INCH DIAMETER BRONZE DISK U.S. NAVAL OCEANOGRAPHIC
 TV0041'OFFICE REFERENCE MARKS WERE SET IN CONCRETE PAD EYES TO
 TV0041'REFERENCE TAM.
 TV0041
 TV0041                          STATION RECOVERY (1977)
 TV0041
 TV0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0041'STATION NOT RECOVERED, BELIEVED DESTROYED DUE TO THE CONSTRUCTION
 TV0041'OF A NAVY ANTENNA SITE, NOW DISMANTLED.
 TV0041'
 TV0041'A U.S. NAVY OCEANOGRAPHIC STATION, TAM 1975, AND TWO REFERENCE
 TV0041'MARKS ARE ESTABLISHED ABOUT 30 YARDS EAST OF THE SITE OF GOAT, ON
 TV0041'THE EASTERNMOST END OF THE HILLTOP.
 TV0041'
 TV0041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.6 MILES
 TV0041'EAST OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0539 ***********************************************************************
 TV0539  DESIGNATION -  GOOD
 TV0539  PID         -  TV0539
 TV0539  STATE/COUNTY-  VQ/ST THOMAS
 TV0539  COUNTRY     -  US
 TV0539  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0539
 TV0539                         *CURRENT SURVEY CONTROL
 TV0539  ______________________________________________________________________
 TV0539* NAD 83(1997) POSITION- 18 22 21.86161(N) 064 58 27.14512(W)   ADJUSTED
 TV0539  ______________________________________________________________________
 TV0539  GEOID HEIGHT    -        -42.288 (meters)                     GEOID18
 TV0539  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 TV0539  HORZ ORDER      -  THIRD
 TV0539
 TV0539.The horizontal coordinates were established by classical geodetic methods
 TV0539.and adjusted by the National Geodetic Survey in May 1997.
 TV0539
 TV0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0539.GEOID18 height accuracy estimate available here.
 TV0539
 TV0539.Click photographs - Photos may exist for this station.
 TV0539
 TV0539.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0539
 TV0539. The following values were computed from the NAD 83(1997) position.
 TV0539
 TV0539;                    North         East     Units Scale Factor Converg.
 TV0539;SPC PRVI     -   260,316.661   354,198.725   MT  0.99999689   +0 27 23.6
 TV0539;UTM  20      - 2,032,557.764   291,415.469   MT  1.00013790   -0 37 21.0
 TV0539
 TV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9141532557(NAD 83)
 TV0539
 TV0539                          SUPERSEDED SURVEY CONTROL
 TV0539
 TV0539  NAD 83(1993)-  18 22 21.86332(N)    064 58 27.15544(W) AD(       ) 3
 TV0539  NAD 83(1986)-  18 22 21.83487(N)    064 58 27.11694(W) AD(       ) 3
 TV0539  PR          -  18 22 28.99647(N)    064 58 28.59177(W) AD(       ) 3
 TV0539
 TV0539.Superseded values are not recommended for survey control.
 TV0539
 TV0539.NGS no longer adjusts projects to the PR datum.
 TV0539.See file dsdata.pdf to determine how the superseded data were derived.
 TV0539
 TV0539
 TV0539  HISTORY     - Date     Condition        Report By
 TV0539  HISTORY     - UNK      MONUMENTED
 TV0539  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0539
 TV0539                          STATION DESCRIPTION
 TV0539
 TV0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0539'STATION FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0085 ***********************************************************************
 TV0085  DESIGNATION -  GRAPE 1919
 TV0085  PID         -  TV0085
 TV0085  STATE/COUNTY-  VQ/ST CROIX
 TV0085  COUNTRY     -  US
 TV0085  USGS QUAD   -  GRASS POINT (2013)
 TV0085
 TV0085                         *CURRENT SURVEY CONTROL
 TV0085  ______________________________________________________________________
 TV0085* NAD 83(1997) POSITION- 17 44 43.04313(N) 064 35 53.60207(W)   ADJUSTED
 TV0085* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0085  ______________________________________________________________________
 TV0085  GEOID HEIGHT    -        -41.231 (meters)                     GEOID18
 TV0085  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 TV0085  HORZ ORDER      -  THIRD
 TV0085
 TV0085.The horizontal coordinates were established by classical geodetic methods
 TV0085.and adjusted by the National Geodetic Survey in May 1997.
 TV0085
 TV0085.The orthometric height was scaled from a topographic map.
 TV0085
 TV0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0085.GEOID18 height accuracy estimate available here.
 TV0085
 TV0085.Click photographs - Photos may exist for this station.
 TV0085
 TV0085.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0085
 TV0085. The following values were computed from the NAD 83(1997) position.
 TV0085
 TV0085;                    North         East     Units Scale Factor Converg.
 TV0085;SPC PRVI     -   191,230.508   394,627.035   MT  1.00002998   +0 34 27.1
 TV0085;UTM  20      - 1,962,726.210   330,548.690   MT  0.99995502   -0 29 14.0
 TV0085
 TV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3054862726(NAD 83)
 TV0085
 TV0085                          SUPERSEDED SURVEY CONTROL
 TV0085
 TV0085  NAD 83(1993)-  17 44 43.04128(N)    064 35 53.61222(W) AD(       ) 3
 TV0085  NAD 83(1986)-  17 44 43.03292(N)    064 35 53.58455(W) AD(       ) 3
 TV0085  PR          -  17 44 50.12821(N)    064 35 55.08430(W) AD(       ) 3
 TV0085
 TV0085.Superseded values are not recommended for survey control.
 TV0085
 TV0085.NGS no longer adjusts projects to the PR datum.
 TV0085.See file dsdata.pdf to determine how the superseded data were derived.
 TV0085
 TV0085_MARKER: Z = SEE DESCRIPTION
 TV0085_SETTING: 0 = UNSPECIFIED SETTING
 TV0085
 TV0085  HISTORY     - Date     Condition        Report By
 TV0085  HISTORY     - 1919     MONUMENTED       CGS
 TV0085  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0085  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0085  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0085
 TV0085                          STATION DESCRIPTION
 TV0085
 TV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0085'ON THE POINT BETWEEN GRAPE TREE BAY AND TURNERS HOLE, S SIDE
 TV0085'NEAR THE E END OF THE ISLAND.  THE STATION IS ON THE SLOPING
 TV0085'SHALE ROCK OF THE MOST S PART OF THE POINT.  IT IS ABOUT 20
 TV0085'FEET ABOVE HIGH WATER.
 TV0085'
 TV0085'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0085'CEMENTED IN A SMALL MASS OF CEMENT IN A DEPRESSION OF THE ROCK.
 TV0085'
 TV0085'NO OBSERVATIONS MADE ON THE SIGNAL.  BANNER ON 2 BY 4 POLE
 TV0085'ERECTED OVER STATION.
 TV0085
 TV0085                          STATION RECOVERY (1921)
 TV0085
 TV0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0085'STATION FOUND AS DESCRIBED.  INTERSECTION STATION BY THIS PARTY.
 TV0085
 TV0085                          STATION RECOVERY (1925)
 TV0085
 TV0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0085'STATION FOUND AS DESCRIBED.
 TV0085
 TV0085                          STATION RECOVERY (1975)
 TV0085
 TV0085'RECOVERY NOTE BY US NAVY 1975
 TV0085'SEARCHED FOR, BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1498 ***********************************************************************
 TV1498  DESIGNATION -  GRAPETREE
 TV1498  PID         -  TV1498
 TV1498  STATE/COUNTY-  VQ/ST CROIX
 TV1498  COUNTRY     -  US
 TV1498  USGS QUAD   -  GRASS POINT (2013)
 TV1498
 TV1498                         *CURRENT SURVEY CONTROL
 TV1498  ______________________________________________________________________
 TV1498* NAD 83(1997) POSITION- 17 44 49.62128(N) 064 35 37.81907(W)   NO CHECK
 TV1498* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1498  ______________________________________________________________________
 TV1498  GEOID HEIGHT    -        -41.239 (meters)                     GEOID18
 TV1498  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 TV1498  HORZ ORDER      -  THIRD
 TV1498
 TV1498.The horizontal coordinates were established by classical geodetic methods
 TV1498.and adjusted by the National Geodetic Survey in May 1997.
 TV1498
 TV1498.No horizontal observational check was made to the station.
 TV1498
 TV1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1498
 TV1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1498.GEOID18 height accuracy estimate available here.
 TV1498
 TV1498.Click photographs - Photos may exist for this station.
 TV1498
 TV1498.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1498
 TV1498. The following values were computed from the NAD 83(1997) position.
 TV1498
 TV1498;                    North         East     Units Scale Factor Converg.
 TV1498;SPC PRVI     -   191,437.406   395,089.961   MT  1.00002971   +0 34 32.0
 TV1498;UTM  20      - 1,962,924.482   331,015.334   MT  0.99995306   -0 29 09.4
 TV1498
 TV1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3101562924(NAD 83)
 TV1498
 TV1498                          SUPERSEDED SURVEY CONTROL
 TV1498
 TV1498  NAD 83(1993)-  17 44 49.61958(N)    064 35 37.82903(W) AD(       ) 3
 TV1498  NAD 83(1986)-  17 44 49.61075(N)    064 35 37.80284(W) AD(       ) 3
 TV1498  LMSL    (05/31/90)    2.     (m)            7.     (f) VERT ANG       
 TV1498
 TV1498.Superseded values are not recommended for survey control.
 TV1498
 TV1498.NGS no longer adjusts projects to the PR datum.
 TV1498.See file dsdata.pdf to determine how the superseded data were derived.
 TV1498
 TV1498_MARKER: DD = SURVEY DISK
 TV1498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TV1498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TV1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1498+STABILITY: SURFACE MOTION
 TV1498
 TV1498  HISTORY     - Date     Condition        Report By
 TV1498  HISTORY     - 1982     MONUMENTED       NOS
 TV1498
 TV1498                          STATION DESCRIPTION
 TV1498
 TV1498'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1498'THE STATION IS LOCATED AT GRAPETREE BAY ON THE SOUTH EAST SIDE OF
 TV1498'ST CROIX. IT IS ON THE PROPERTY OF THE GRAPETREE BEACH HOTEL.
 TV1498'MR. CROSS IS THE PRESENT MANAGER OF THE HOTEL.
 TV1498'
 TV1498'TO REACH HROM THE GRAPETREE BEACH HOTEL ON THE WEST SIDE OF
 TV1498'GRAPETREE BAY GO EAST ON MAIN ROAD FOR 1.7 KM (1.05 MI) TO A SIDE
 TV1498'ROAD RIGHT AND GUARD SHACK, TURN RIGHT AND GO EASTERLY FOR 0.8 KM
 TV1498'(0.5 MI) TO A T INTERSECTION. TURN RIGHT AND GO WESTERLY FOR
 TV1498'15 METERS (50 FT) TO A SIDEROAD LEFT AND STATION IN OPEN FIELD
 TV1498'ON LEFT.
 TV1498'
 TV1498'THE STATION IS A NOS ALUMINUM DISK STAMPED---GRAPETREE 1982---
 TV1498'SECURED TO THE TOP OF A 1.1 METER (42 IN) ALUMINUM ROD EMBEDED IN
 TV1498'CONCRETE, FLUSH WITH THE GROUND.
 TV1498'
 TV1498'IT IS LOCATED,
 TV1498'44.0 METERS (144.5 FT) NORTHWEST FROM THE DOOR ON ROOM A 6,
 TV1498'43.6 METERS (143.0 FT) NORTH FROM THE HIGH WATER LINE,
 TV1498'13.7 METERS (45.0 FT) NORTHWEST FROM A PALM TREE,
 TV1498'23.2 METERS (76.0 FT) NORTHWEST FROM A LAMP POST.
 TV1498'
 TV1498'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS.
 TV1498'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0074 ***********************************************************************
 TV0074  DESIGNATION -  GREAT PRINCESS CHIMNEY
 TV0074  PID         -  TV0074
 TV0074  STATE/COUNTY-  VQ/ST CROIX
 TV0074  COUNTRY     -  US
 TV0074  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0074
 TV0074                         *CURRENT SURVEY CONTROL
 TV0074  ______________________________________________________________________
 TV0074* NAD 83(1997) POSITION- 17 45 31.13956(N) 064 44 03.72300(W)   ADJUSTED
 TV0074  ______________________________________________________________________
 TV0074  GEOID HEIGHT    -        -41.510 (meters)                     GEOID18
 TV0074  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 TV0074  HORZ ORDER      -  THIRD
 TV0074
 TV0074.The horizontal coordinates were established by classical geodetic methods
 TV0074.and adjusted by the National Geodetic Survey in May 1997.
 TV0074
 TV0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0074.GEOID18 height accuracy estimate available here.
 TV0074
 TV0074.Click photographs - Photos may exist for this station.
 TV0074
 TV0074.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0074
 TV0074. The following values were computed from the NAD 83(1997) position.
 TV0074
 TV0074;                    North         East     Units Scale Factor Converg.
 TV0074;SPC PRVI     -   192,569.819   380,174.595   MT  1.00002803   +0 31 53.7
 TV0074;UTM  20      - 1,964,332.855   316,124.149   MT  1.00001803   -0 31 44.9
 TV0074
 TV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1612464332(NAD 83)
 TV0074
 TV0074                          SUPERSEDED SURVEY CONTROL
 TV0074
 TV0074  NAD 83(1993)-  17 45 31.13796(N)    064 44 03.73289(W) AD(       ) 3
 TV0074  NAD 83(1986)-  17 45 31.12329(N)    064 44 03.70935(W) AD(       ) 3
 TV0074  PR          -  17 45 38.22056(N)    064 44 05.18832(W) AD(       ) 3
 TV0074
 TV0074.Superseded values are not recommended for survey control.
 TV0074
 TV0074.NGS no longer adjusts projects to the PR datum.
 TV0074.See file dsdata.pdf to determine how the superseded data were derived.
 TV0074
 TV0074_MARKER: 85 = CHIMNEY
 TV0074
 TV0074  HISTORY     - Date     Condition        Report By
 TV0074  HISTORY     - UNK      FIRST OBSERVED
 TV0074  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0074
 TV0074                          STATION DESCRIPTION
 TV0074
 TV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0074'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0062 ***********************************************************************
 TV0062  DESIGNATION -  GREEN
 TV0062  PID         -  TV0062
 TV0062  STATE/COUNTY-  VQ/ST CROIX
 TV0062  COUNTRY     -  US
 TV0062  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0062
 TV0062                         *CURRENT SURVEY CONTROL
 TV0062  ______________________________________________________________________
 TV0062* NAD 83(1997) POSITION- 17 46 05.17236(N) 064 39 53.87593(W)   ADJUSTED
 TV0062* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0062  ______________________________________________________________________
 TV0062  GEOID HEIGHT    -        -41.421 (meters)                     GEOID18
 TV0062  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 TV0062  HORZ ORDER      -  THIRD
 TV0062
 TV0062.The horizontal coordinates were established by classical geodetic methods
 TV0062.and adjusted by the National Geodetic Survey in May 1997.
 TV0062
 TV0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0062
 TV0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0062.GEOID18 height accuracy estimate available here.
 TV0062
 TV0062.Click photographs - Photos may exist for this station.
 TV0062
 TV0062.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0062
 TV0062. The following values were computed from the NAD 83(1997) position.
 TV0062
 TV0062;                    North         East     Units Scale Factor Converg.
 TV0062;SPC PRVI     -   193,685.778   387,524.315   MT  1.00002669   +0 33 11.9
 TV0062;UTM  20      - 1,965,312.486   323,493.084   MT  0.99998520   -0 30 29.6
 TV0062
 TV0062:                Primary Azimuth Mark                     Grid Az
 TV0062:SPC PRVI     -  CHRISTIANSTED RAD MAST                   243 18 17.9
 TV0062:UTM  20      -  CHRISTIANSTED RAD MAST                   244 21 59.4
 TV0062
 TV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2349365312(NAD 83)
 TV0062
 TV0062|---------------------------------------------------------------------|
 TV0062| PID    Reference Object                     Distance      Geod. Az  |
 TV0062|                                                           dddmmss.s |
 TV0062| CE4747 GREEN RM 3                                         03923     |
 TV0062| TV0054 CRAB                                APPROX. 4.5 KM 0594653.0 |
 TV0062| TV0051 BUCK ISLAND LT                      APPROX. 5.3 KM 0664923.2 |
 TV0062| TV0058 DRY                                 APPROX. 2.0 KM 0971110.0 |
 TV0062| CE4745 GREEN RM 1                                         10207     |
 TV0062| TV0055 SOLITUDE MILL                       APPROX. 3.9 KM 1094200.5 |
 TV0062| TV0057 COAKLEY BAY MILL                    APPROX. 2.7 KM 1111755.2 |
 TV0062| TV0059 SCHOOL HOUSE                        APPROX. 2.2 KM 1323102.9 |
 TV0062| TV0093 SIGHT MILL                          APPROX. 3.1 KM 1731852.3 |
 TV0062| CE4746 GREEN RM 2                                         19646     |
 TV0062| TV0099 LANGS OBSERVATORY                   APPROX. 3.8 KM 2150456.9 |
 TV0062| TV0106 LUTHERAN CHURCH SPIRE               APPROX. 5.1 KM 2374833.1 |
 TV0062| TV0107 EPISCOPAL CHURCH SPIRE              APPROX. 5.3 KM 2382116.0 |
 TV0062| TV0105 CLOCK STEEPLE                       APPROX. 4.7 KM 2384431.3 |
 TV0062| TV0079 CHRISTIANSTED RAD MAST              APPROX. 3.4 KM 2435129.8 |
 TV0062| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 3.4 KM 2451207.9 |
 TV0062| TV0110 ORANGE GROVE MILL                   APPROX. 6.1 KM 2455041.8 |
 TV0062| TV0071 CENTRAL FACTORY CHIMNEY             APPROX. 5.7 KM 2492811.7 |
 TV0062| TV0072 LITTLE PRINCESS CHIMNEY             APPROX. 6.5 KM 2585054.6 |
 TV0062| TV0073 PRINCESS SCHOOLHOUSE                APPROX. 7.2 KM 2591227.3 |
 TV0062| TV0074 GREAT PRINCESS CHIMNEY              APPROX. 7.4 KM 2615509.7 |
 TV0062| TV0077 ST JOHN CHIMNEY                     APPROX. 8.6 KM 2663134.0 |
 TV0062|---------------------------------------------------------------------|
 TV0062
 TV0062                          SUPERSEDED SURVEY CONTROL
 TV0062
 TV0062  NAD 83(1993)-  17 46 05.17061(N)    064 39 53.88590(W) AD(       ) 3
 TV0062  NAD 83(1986)-  17 46 05.15620(N)    064 39 53.86129(W) AD(       ) 3
 TV0062  PR          -  17 46 12.25396(N)    064 39 55.34782(W) AD(       ) 3
 TV0062  LMSL    (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 TV0062
 TV0062.Superseded values are not recommended for survey control.
 TV0062
 TV0062.NGS no longer adjusts projects to the PR datum.
 TV0062.See file dsdata.pdf to determine how the superseded data were derived.
 TV0062
 TV0062_MARKER: Z = SEE DESCRIPTION
 TV0062_SETTING: 66 = SET IN ROCK OUTCROP
 TV0062_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0062
 TV0062  HISTORY     - Date     Condition        Report By
 TV0062  HISTORY     - 1919     MONUMENTED       CGS
 TV0062  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0062  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0062  HISTORY     - 1980     GOOD             NOS
 TV0062
 TV0062                          STATION DESCRIPTION
 TV0062
 TV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0062'STATION IS ON HIGHEST TIP OF NORTHERLY KNOLL OF GREEN CAY.  THIS
 TV0062'CAY LIES TO THE EASTWARD OF THE ENTRANCE TO CHRISTIANSTED
 TV0062'HARBOR.  MARKED BY A STANDARD BRASS DISK CEMENTED IN DRILL HOLE
 TV0062'IN THE OUTCROPPING LEDGE FORMING TOP OF THE RIDGE.
 TV0062'
 TV0062'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0062'IN A DRILL HOLE IN ROCK ON E SIDE OF RIDGE AND ABOUT 25 FEET
 TV0062'BELOW THE STATION.
 TV0062'
 TV0062'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0062'IN A DRILL HOLE IN ROCK ON SE SIDE OF THE KNOLL AND ABOUT 15
 TV0062'FEET BELOW THE STATION MARK.
 TV0062'
 TV0062'REFERENCE MARK NO.3 IS A STANDARD REFERENCE DISK CEMENTED IN A
 TV0062'DRILL HOLE IN LARGE ROCK OF THE RIDGE FORMING THE BACKBONE OF
 TV0062'THE ISLAND.  IT LIES ON THE N END OF THE RIDGE ABOUT 5 FEET
 TV0062'LOWER THAN THE STATION.
 TV0062'
 TV0062'TOP OF POLE - 4.55 METERS.
 TV0062
 TV0062                          STATION RECOVERY (1921)
 TV0062
 TV0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0062'STATION FOUND AS DESCRIBED, AND IS OCCUPIED.
 TV0062
 TV0062                          STATION RECOVERY (1925)
 TV0062
 TV0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0062'STATION FOUND AS DESCRIBED.
 TV0062
 TV0062                          STATION RECOVERY (1980)
 TV0062
 TV0062'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0062'THE STATION WAS RECOVERED IN GOOD CONDITION. THE STATION IS
 TV0062'LOCATED ON THE HIGHEST POINT OF THE NORTH END OF GREEN CAY.
 TV0062'THERE IS A HIGHER POINT ON THE SOUTH END OF THE KEY. THIS
 TV0062'ISLAND IS COVERED WITH LOW SCRUB (STICKER BUSHES) AND OFFERS GOOD
 TV0062'VISIBILITY IN ALL DIRECTIONS EXCEPT TO THE SOUTH-SOUTHWEST
 TV0062'WHICH IS BLOCKED BY THE HIGHER PART OF THE ISLAND.
 TV0062'
 TV0062'A BOAT LANDING WAS MADE ON THE WEST SIDE OF THE ISLAND 0.2 KM
 TV0062'(0.1 MI) SOUTH OF THE MOST NORTHERLY POINT, DUE TO THE REEF
 TV0062'AROUND THE ISLAND WAIST DEEP WATER WAS WADDED, EXTREME CARE
 TV0062'IS ADVISED. THE BEST ROUTE TO THE STATION AT THIS TIME WAS
 TV0062'BY PACKING ARROUND A ROCKY POINT ON THE NORTHWEST SIDE
 TV0062'THENCE UPHILL TO STATION.
 TV0062'
 TV0062'HEIGHT OF LIGHT SHOWN 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0510 ***********************************************************************
 TV0510  DESIGNATION -  GREEN 1918
 TV0510  PID         -  TV0510
 TV0510  STATE/COUNTY-  VQ/ST THOMAS
 TV0510  COUNTRY     -  US
 TV0510  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0510
 TV0510                         *CURRENT SURVEY CONTROL
 TV0510  ______________________________________________________________________
 TV0510* NAD 83(1997) POSITION- 18 18 36.01748(N) 064 54 29.80971(W)   ADJUSTED
 TV0510* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0510  ______________________________________________________________________
 TV0510  GEOID HEIGHT    -        -42.208 (meters)                     GEOID18
 TV0510  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 TV0510  HORZ ORDER      -  THIRD
 TV0510
 TV0510.The horizontal coordinates were established by classical geodetic methods
 TV0510.and adjusted by the National Geodetic Survey in May 1997.
 TV0510
 TV0510.The orthometric height was scaled from a topographic map.
 TV0510
 TV0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0510.GEOID18 height accuracy estimate available here.
 TV0510
 TV0510.Click photographs - Photos may exist for this station.
 TV0510
 TV0510.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0510
 TV0510. The following values were computed from the NAD 83(1997) position.
 TV0510
 TV0510;                    North         East     Units Scale Factor Converg.
 TV0510;SPC PRVI     -   253,429.977   361,223.430   MT  0.99999483   +0 28 37.8
 TV0510;UTM  20      - 2,025,539.272   298,310.232   MT  1.00010293   -0 35 58.9
 TV0510
 TV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9831025539(NAD 83)
 TV0510
 TV0510                          SUPERSEDED SURVEY CONTROL
 TV0510
 TV0510  NAD 83(1993)-  18 18 36.01665(N)    064 54 29.81592(W) AD(       ) 3
 TV0510  NAD 83(1986)-  18 18 35.98483(N)    064 54 29.77926(W) AD(       ) 3
 TV0510  PR          -  18 18 43.14707(N)    064 54 31.26390(W) AD(       ) 3
 TV0510
 TV0510.Superseded values are not recommended for survey control.
 TV0510
 TV0510.NGS no longer adjusts projects to the PR datum.
 TV0510.See file dsdata.pdf to determine how the superseded data were derived.
 TV0510
 TV0510_MARKER: Z = SEE DESCRIPTION
 TV0510_SETTING: 0 = UNSPECIFIED SETTING
 TV0510
 TV0510  HISTORY     - Date     Condition        Report By
 TV0510  HISTORY     - 1918     MONUMENTED       CGS
 TV0510  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0510  HISTORY     - 1972     MARK NOT FOUND   NGS
 TV0510
 TV0510                          STATION DESCRIPTION
 TV0510
 TV0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0510'THIS STATION IS NEAR THE NW CORNER OF A SMALL GRASSY ISLAND
 TV0510'KNOWN AS GREEN CAY.  STATION IS NEAR THE HIGHEST POINT OF THE
 TV0510'ISLAND.
 TV0510'
 TV0510'STATION IS MARKED BY A REGULATION BRASS DISK CEMENTED IN A
 TV0510'DRILL HOLE IN AN OUTCROPPING ROCK ABOUT 2 METERS FROM THE EDGE OF
 TV0510'THE CLIFF.
 TV0510'
 TV0510'A REFERENCE MARK WAS CEMENTED IN THE TOP OF THE CLIFF.
 TV0510'
 TV0510'OWING TO THE SHOAL WATER SURROUNDING THIS ISLAND AND THE FACT
 TV0510'THAT ITS SHORES ARE ROCKY, THE LANDING IS VERY DIFFICULT.
 TV0510
 TV0510                          STATION RECOVERY (1923)
 TV0510
 TV0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0510'STATION FOUND AS DESCRIBED.
 TV0510
 TV0510                          STATION RECOVERY (1972)
 TV0510
 TV0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0510'STATION GREEN WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS PRESUMED
 TV0510'TO HAVE ERODED AWAY.  REFERENCE MARK WAS FOUND AS DESCRIBED, BUT IT
 TV0510'TOO IS IS DANGER OF BEING LOST TO EROSION.  DISTANCE AND AZIMUTH TO
 TV0510'STATION FROM RM IS NOT GIVEN IN ORIGINAL DESCRIPTION.  STATION IS
 TV0510'SUPPOSED TO BE ON GREEN CAY 0.1 MILE OFFSHORE OF ST. THOMAS.
 TV0510'
 TV0510'TO REACH GREEN CAY, A SKIFF MUST BE USED, AND LANDING ATTEMPTED FROM
 TV0510'WESTERN SIDE OF ISLAND IN PERIODS OF CALM.  SKIFF MUST BE BROUGHT
 TV0510'IN CLOSE TO SHORE AND PARTY SHOULD WADE IN TO PREVENT SWAMPING OR
 TV0510'DAMAGE TO SKIFF BY SWELLS AND ROCKS.
 TV0510'
 TV0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES SOUTHEAST
 TV0510'OF CHARLOTTE AMALIE, ST. THOMAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0060 ***********************************************************************
 TV0060  DESIGNATION -  GREEN CAY ESTATE MILL
 TV0060  PID         -  TV0060
 TV0060  STATE/COUNTY-  VQ/ST CROIX
 TV0060  COUNTRY     -  US
 TV0060  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0060
 TV0060                         *CURRENT SURVEY CONTROL
 TV0060  ______________________________________________________________________
 TV0060* NAD 83(1997) POSITION- 17 45 32.39025(N) 064 39 15.57973(W)   ADJUSTED
 TV0060  ______________________________________________________________________
 TV0060  GEOID HEIGHT    -        -41.310 (meters)                     GEOID18
 TV0060  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 TV0060  HORZ ORDER      -  THIRD
 TV0060
 TV0060.The horizontal coordinates were established by classical geodetic methods
 TV0060.and adjusted by the National Geodetic Survey in May 1997.
 TV0060
 TV0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0060.GEOID18 height accuracy estimate available here.
 TV0060
 TV0060.Click photographs - Photos may exist for this station.
 TV0060
 TV0060.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0060
 TV0060. The following values were computed from the NAD 83(1997) position.
 TV0060
 TV0060;                    North         East     Units Scale Factor Converg.
 TV0060;SPC PRVI     -   192,688.877   388,662.146   MT  1.00002798   +0 33 23.9
 TV0060;UTM  20      - 1,964,294.725   324,612.204   MT  0.99998033   -0 30 17.0
 TV0060
 TV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2461264294(NAD 83)
 TV0060
 TV0060                          SUPERSEDED SURVEY CONTROL
 TV0060
 TV0060  NAD 83(1993)-  17 45 32.38852(N)    064 39 15.58972(W) AD(       ) 3
 TV0060  NAD 83(1986)-  17 45 32.37501(N)    064 39 15.56461(W) AD(       ) 3
 TV0060  PR          -  17 45 39.47322(N)    064 39 17.05255(W) AD(       ) 3
 TV0060
 TV0060.Superseded values are not recommended for survey control.
 TV0060
 TV0060.NGS no longer adjusts projects to the PR datum.
 TV0060.See file dsdata.pdf to determine how the superseded data were derived.
 TV0060
 TV0060
 TV0060  HISTORY     - Date     Condition        Report By
 TV0060  HISTORY     - 1918     MONUMENTED       CGS
 TV0060  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0060
 TV0060                          STATION DESCRIPTION
 TV0060
 TV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0060'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1499 ***********************************************************************
 TV1499  DESIGNATION -  GREIG HILL POINT
 TV1499  PID         -  TV1499
 TV1499  STATE/COUNTY-  VQ/ST CROIX
 TV1499  COUNTRY     -  US
 TV1499  USGS QUAD   -  BARON BLUFF (2013)
 TV1499
 TV1499                         *CURRENT SURVEY CONTROL
 TV1499  ______________________________________________________________________
 TV1499* NAD 83(1997) POSITION- 17 46 44.21160(N) 064 45 28.54221(W)   ADJUSTED
 TV1499* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1499  ______________________________________________________________________
 TV1499  GEOID HEIGHT    -        -41.878 (meters)                     GEOID18
 TV1499  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 TV1499  HORZ ORDER      -  THIRD
 TV1499
 TV1499.The horizontal coordinates were established by classical geodetic methods
 TV1499.and adjusted by the National Geodetic Survey in May 1997.
 TV1499
 TV1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1499
 TV1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1499.GEOID18 height accuracy estimate available here.
 TV1499
 TV1499.Click photographs - Photos may exist for this station.
 TV1499
 TV1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1499
 TV1499. The following values were computed from the NAD 83(1997) position.
 TV1499
 TV1499;                    North         East     Units Scale Factor Converg.
 TV1499;SPC PRVI     -   194,793.278   377,655.488   MT  1.00002518   +0 31 27.2
 TV1499;UTM  20      - 1,966,602.569   313,646.650   MT  1.00002937   -0 32 13.0
 TV1499
 TV1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1364666602(NAD 83)
 TV1499
 TV1499                          SUPERSEDED SURVEY CONTROL
 TV1499
 TV1499  NAD 83(1993)-  17 46 44.21000(N)    064 45 28.55222(W) AD(       ) 3
 TV1499  NAD 83(1986)-  17 46 44.18278(N)    064 45 28.52947(W) AD(       ) 3
 TV1499  LMSL    (05/31/90)   -0.1    (m)           -0.     (f) VERT ANG       
 TV1499
 TV1499.Superseded values are not recommended for survey control.
 TV1499
 TV1499.NGS no longer adjusts projects to the PR datum.
 TV1499.See file dsdata.pdf to determine how the superseded data were derived.
 TV1499
 TV1499_MARKER: DD = SURVEY DISK
 TV1499_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV1499+WITH SETTING: PAVEMENT
 TV1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1499+STABILITY: SURFACE MOTION
 TV1499
 TV1499  HISTORY     - Date     Condition        Report By
 TV1499  HISTORY     - 1982     MONUMENTED       NOS
 TV1499
 TV1499                          STATION DESCRIPTION
 TV1499
 TV1499'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1499'THE STATION IS LOCATED ON THE WEST SIDE OF THE MOUTH OF THE SALT
 TV1499'RIVER BAY ON THE EAST END OF A POINT.
 TV1499'
 TV1499'TO REACH FROM THE JUNCTION OF NORTH SHORE ROAD AND SCENIC ROAD
 TV1499'GO NORTHERLY ON NORTH SHORE ROAD FOR 2.1 KM (1.3 MI)TO A SIDE
 TV1499'ROAD RIGHT AT A MARINA, TURN RIGHT AND GO NORTHERLY FOR 0.7 KM
 TV1499'(0.45 MI) TO THE END OF ROAD AT BEACH, PACK EAST ALONG BEACH
 TV1499'FOR APPROXIMATELY 200 FT TO THE POINT AND STATION.
 TV1499'
 TV1499'THE STATION IS A NOS BRASS DISK STAMPED---GREIG HILL POINT
 TV1499'1982---,
 TV1499'CEMENTED IN A DEPRESSION IN BEDROCK, APPROXIMATELY 3 FT ABOVE
 TV1499'WATER.
 TV1499'
 TV1499'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1499'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0202 ***********************************************************************
 TV0202  DESIGNATION -  HAM BLUFF LH
 TV0202  PID         -  TV0202
 TV0202  STATE/COUNTY-  VQ/ST CROIX
 TV0202  COUNTRY     -  US
 TV0202  USGS QUAD   -  BARON BLUFF (2013)
 TV0202
 TV0202                         *CURRENT SURVEY CONTROL
 TV0202  ______________________________________________________________________
 TV0202* NAD 83(1997) POSITION- 17 46 09.00601(N) 064 52 15.24692(W)   ADJUSTED
 TV0202* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0202  ______________________________________________________________________
 TV0202  GEOID HEIGHT    -        -42.383 (meters)                     GEOID18
 TV0202  LAPLACE CORR    -          4.44  (seconds)                    DEFLEC18
 TV0202  HORZ ORDER      -  THIRD
 TV0202
 TV0202.The horizontal coordinates were established by classical geodetic methods
 TV0202.and adjusted by the National Geodetic Survey in May 1997.
 TV0202
 TV0202.The orthometric height was scaled from a topographic map.
 TV0202
 TV0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0202.GEOID18 height accuracy estimate available here.
 TV0202
 TV0202.Click photographs - Photos may exist for this station.
 TV0202
 TV0202.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0202
 TV0202. The following values were computed from the NAD 83(1997) position.
 TV0202
 TV0202;                    North         East     Units Scale Factor Converg.
 TV0202;SPC PRVI     -   193,605.026   365,685.612   MT  1.00002654   +0 29 19.9
 TV0202;UTM  20      - 1,965,636.049   301,656.450   MT  1.00008641   -0 34 16.2
 TV0202
 TV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0165665636(NAD 83)
 TV0202
 TV0202                          SUPERSEDED SURVEY CONTROL
 TV0202
 TV0202  NAD 83(1993)-  17 46 09.00422(N)    064 52 15.25651(W) AD(       ) 3
 TV0202  NAD 83(1986)-  17 46 08.98753(N)    064 52 15.23661(W) AD(       ) 3
 TV0202  PR          -  17 46 16.08753(N)    064 52 16.70940(W) AD(       ) 3
 TV0202
 TV0202.Superseded values are not recommended for survey control.
 TV0202
 TV0202.NGS no longer adjusts projects to the PR datum.
 TV0202.See file dsdata.pdf to determine how the superseded data were derived.
 TV0202
 TV0202_MARKER: 13 = LIGHTHOUSE
 TV0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0202
 TV0202  HISTORY     - Date     Condition        Report By
 TV0202  HISTORY     - 1919     FIRST OBSERVED   CGS
 TV0202  HISTORY     - 1925     GOOD             CGS
 TV0202  HISTORY     - 1980     GOOD             NOS
 TV0202  HISTORY     - 1982     GOOD             NOS
 TV0202
 TV0202                          STATION DESCRIPTION
 TV0202
 TV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0202'STATION IS IN PLACE.
 TV0202
 TV0202                          STATION RECOVERY (1980)
 TV0202
 TV0202'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0202'THE STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED ON
 TV0202'PROPERTY CONTROLED BY THE U.S. NAVY AND AN ESCORT IS
 TV0202'REQUIRED TO ACCESS THE STATION.
 TV0202
 TV0202                          STATION RECOVERY (1982)
 TV0202
 TV0202'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0202'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0205 ***********************************************************************
 TV0205  DESIGNATION -  HAM BLUFF LH ECC
 TV0205  PID         -  TV0205
 TV0205  STATE/COUNTY-  VQ/ST CROIX
 TV0205  COUNTRY     -  US
 TV0205  USGS QUAD   -  BARON BLUFF (2013)
 TV0205
 TV0205                         *CURRENT SURVEY CONTROL
 TV0205  ______________________________________________________________________
 TV0205* NAD 83(1997) POSITION- 17 46 09.05543(N) 064 52 15.24840(W)   ADJUSTED
 TV0205* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0205  ______________________________________________________________________
 TV0205  GEOID HEIGHT    -        -42.384 (meters)                     GEOID18
 TV0205  LAPLACE CORR    -          4.44  (seconds)                    DEFLEC18
 TV0205  HORZ ORDER      -  THIRD
 TV0205
 TV0205.The horizontal coordinates were established by classical geodetic methods
 TV0205.and adjusted by the National Geodetic Survey in May 1997.
 TV0205
 TV0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0205
 TV0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0205.GEOID18 height accuracy estimate available here.
 TV0205
 TV0205.Click photographs - Photos may exist for this station.
 TV0205
 TV0205.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0205
 TV0205. The following values were computed from the NAD 83(1997) position.
 TV0205
 TV0205;                    North         East     Units Scale Factor Converg.
 TV0205;SPC PRVI     -   193,606.545   365,685.555   MT  1.00002654   +0 29 19.9
 TV0205;UTM  20      - 1,965,637.569   301,656.421   MT  1.00008641   -0 34 16.2
 TV0205
 TV0205:                Primary Azimuth Mark                     Grid Az
 TV0205:SPC PRVI     -  VALLEE RESET                             082 31 56.2
 TV0205:UTM  20      -  VALLEE RESET                             083 35 32.3
 TV0205
 TV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0165665637(NAD 83)
 TV0205
 TV0205|---------------------------------------------------------------------|
 TV0205| PID    Reference Object                     Distance      Geod. Az  |
 TV0205|                                                           dddmmss.s |
 TV0205| TV0188 VALLEE RESET                        APPROX. 6.9 KM 0830116.1 |
 TV0205| TV0202 HAM BLUFF LH                          1.520 METERS 17821     |
 TV0205|---------------------------------------------------------------------|
 TV0205
 TV0205                          SUPERSEDED SURVEY CONTROL
 TV0205
 TV0205  NAD 83(1993)-  17 46 09.05361(N)    064 52 15.25799(W) AD(       ) 3
 TV0205  NAD 83(1986)-  17 46 09.03699(N)    064 52 15.23885(W) AD(       ) 3
 TV0205  PR          -  17 46 16.13680(N)    064 52 16.71326(W) AD(       ) 3
 TV0205  LMSL    (05/31/90)  119.     (m)          390.     (f) VERT ANG       
 TV0205
 TV0205.Superseded values are not recommended for survey control.
 TV0205
 TV0205.NGS no longer adjusts projects to the PR datum.
 TV0205.See file dsdata.pdf to determine how the superseded data were derived.
 TV0205
 TV0205_MARKER: T = CHISELED TRIANGLE
 TV0205_SETTING: 0 = UNSPECIFIED SETTING
 TV0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0205
 TV0205  HISTORY     - Date     Condition        Report By
 TV0205  HISTORY     - 1980     MONUMENTED       NOS
 TV0205  HISTORY     - 1982     GOOD             NOS
 TV0205
 TV0205                          STATION DESCRIPTION
 TV0205
 TV0205'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0205'THE STATION IS LOCATED ON THE NORTHWEST END OF ST CROIX,
 TV0205'AT HAMS BLUFF ON THE HAMS BLUFF LIGHTHOUSE CATWALK.
 TV0205'
 TV0205'TO REACH THE STATION FROM THE FREDERIKSTED PIER GO EAST FOR
 TV0205'1 BLOCK TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 6.7 KM
 TV0205'(4.2 MI) TO A FORK, SCENIC ROAD, KEEP LEFT, NORTHERLY FOR
 TV0205'1.3 KM (0.8 MI) TO THE ENTRANCE OF NAVY INSTULATION
 TV0205'(AN EXCORT FROM THIS INSTULATION IS REQUIRED TO GO ON TO THE
 TV0205'STATION).  PASS TO THE LEFT OF MAIN BUILDING TO A SECOND BUILDING
 TV0205'PASS TO THE LEFT OF THIS BUILDING THROUGH GULLY AND UP MOUNTAIN
 TV0205'SWITHBACK ROAD FOR 0.5 KM (0.3 MI) TO LIGHTHOUSE AND STATION.
 TV0205'A 4 WHEEL DRIVE JEEP IS RECOMENDED FOR THE LAST MILAGE TO STATION.
 TV0205'
 TV0205'THE STATION IS A CHISLED TRIANGLE WITH PUNCH MARK IN
 TV0205'STEEL GRATING, STAMPED---HAMS LH ECC---,
 TV0205'STATION NAME IS STAMPED INTO ONE FLAT IRON PIECE OF THE CATWALK.
 TV0205'IT IS LOCATED ON NORTH SIDE OF CATWALK AROUND TOP OF LIGHTHOUSE
 TV0205'OPPOSITE CATWALK ENTRANCE DOOR AND 0.64 METERS EAST OF A
 TV0205'LIGHTPOST ON CATWALK AND 0.307 METERS FROM OUTER WALL OF
 TV0205'LIGHTHOUSE.
 TV0205'
 TV0205'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0205
 TV0205                          STATION RECOVERY (1982)
 TV0205
 TV0205'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0205'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0209 ***********************************************************************
 TV0209  DESIGNATION -  HAMS USN
 TV0209  PID         -  TV0209
 TV0209  STATE/COUNTY-  VQ/ST CROIX
 TV0209  COUNTRY     -  US
 TV0209  USGS QUAD   -  HAMS BAY (2013)
 TV0209
 TV0209                         *CURRENT SURVEY CONTROL
 TV0209  ______________________________________________________________________
 TV0209* NAD 83(1997) POSITION- 17 46 03.31653(N) 064 52 52.14340(W)   ADJUSTED
 TV0209* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0209  ______________________________________________________________________
 TV0209  GEOID HEIGHT    -        -42.431 (meters)                     GEOID18
 TV0209  LAPLACE CORR    -          4.70  (seconds)                    DEFLEC18
 TV0209  HORZ ORDER      -  THIRD
 TV0209
 TV0209.The horizontal coordinates were established by classical geodetic methods
 TV0209.and adjusted by the National Geodetic Survey in May 1997.
 TV0209
 TV0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0209
 TV0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0209.GEOID18 height accuracy estimate available here.
 TV0209
 TV0209.Click photographs - Photos may exist for this station.
 TV0209
 TV0209.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0209
 TV0209. The following values were computed from the NAD 83(1997) position.
 TV0209
 TV0209;                    North         East     Units Scale Factor Converg.
 TV0209;SPC PRVI     -   193,420.869   364,600.279   MT  1.00002676   +0 29 08.4
 TV0209;UTM  20      - 1,965,471.990   300,567.828   MT  1.00009177   -0 34 27.3
 TV0209
 TV0209:                Primary Azimuth Mark                     Grid Az
 TV0209:SPC PRVI     -  BAY USN                                  058 01 00.0
 TV0209:UTM  20      -  BAY USN                                  059 04 35.7
 TV0209
 TV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0056765471(NAD 83)
 TV0209
 TV0209|---------------------------------------------------------------------|
 TV0209| PID    Reference Object                     Distance      Geod. Az  |
 TV0209|                                                           dddmmss.s |
 TV0209| TV0208 BAY USN                             445.912 METERS 0583008.4 |
 TV0209| TV0202 HAM BLUFF LH                        APPROX. 1.1 KM 0805120.0 |
 TV0209|---------------------------------------------------------------------|
 TV0209
 TV0209                          SUPERSEDED SURVEY CONTROL
 TV0209
 TV0209  NAD 83(1993)-  17 46 03.31487(N)    064 52 52.15327(W) AD(       ) 3
 TV0209  NAD 83(1986)-  17 46 03.29870(N)    064 52 52.13113(W) AD(       ) 3
 TV0209  PR          -  17 46 10.39859(N)    064 52 53.60517(W) AD(       ) 3
 TV0209  LMSL    (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 TV0209
 TV0209.Superseded values are not recommended for survey control.
 TV0209
 TV0209.NGS no longer adjusts projects to the PR datum.
 TV0209.See file dsdata.pdf to determine how the superseded data were derived.
 TV0209
 TV0209_MARKER: DD = SURVEY DISK
 TV0209_SETTING: 66 = SET IN ROCK OUTCROP
 TV0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0209+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 TV0209
 TV0209  HISTORY     - Date     Condition        Report By
 TV0209  HISTORY     - 1980     MONUMENTED       NOS
 TV0209  HISTORY     - 20070628 GOOD             INDIV
 TV0209
 TV0209                          STATION DESCRIPTION
 TV0209
 TV0209'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0209'THE STATION IS LOCATED ON THE NORTHWEST END OF ST CROIX ON THE
 TV0209'FIRST POINT NORTH OF HAMS BAY, 1.1 KM (0.7 MI) WEST OF THE HAMS
 TV0209'BLUFF LIGHTHOUSE, 0.5 KM (0.3 MI) NORTHEAST OF THE REBECCAS PRIDE
 TV0209'RESORT, ENTRANCE.  STATION IS UNDER AN OBSERVATION PLATFORM.
 TV0209'
 TV0209'TO REACH THE STATION FROM THE FREDERIKSTED MUNICIPAL
 TV0209'PIER, GO EAST FOR 1 BLOCK TO A CROSS STREET.  TURN LEFT
 TV0209'AND GO NORTH ON MAIN ROAD FOR 6.7 KM (4.2 MI) TO A FORK, SCENIC
 TV0209'ROAD,  KEEP LEFT FORK AND GO 0.5 KM (0.3 MI) TO A SIDE ROAD
 TV0209'LEFT.  TURN LEFT AND GO 0.1 KM (0.05 MI) TO BEACH AND STATION.
 TV0209'
 TV0209'THE STATION IS A STANDARD USN DISK
 TV0209'STAMPED---HAMS 1975---,
 TV0209'CEMENTED IN A MASS OF CONCRETE IN A POCKET OF THE ROCK
 TV0209'BENEATH AN OBSERVATION PLATFORM SUPPORTED BY 4 CONCRETE
 TV0209'COLUMNS.
 TV0209'IT IS LOCATED
 TV0209'11 METERS (52.5 FT) SOUTH FROM THE NORTH EDGE OF ROCKY SHORELINE.
 TV0209'
 TV0209'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 4 METERS.
 TV0209
 TV0209                          STATION RECOVERY (2007)
 TV0209
 TV0209'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (HI)
 TV0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0544 ***********************************************************************
 TV0544  DESIGNATION -  HANS 1918
 TV0544  PID         -  TV0544
 TV0544  STATE/COUNTY-  VQ/ST THOMAS
 TV0544  COUNTRY     -  US
 TV0544  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0544
 TV0544                         *CURRENT SURVEY CONTROL
 TV0544  ______________________________________________________________________
 TV0544* NAD 83(1997) POSITION- 18 23 14.29307(N) 064 54 23.88147(W)   ADJUSTED
 TV0544* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0544  ______________________________________________________________________
 TV0544  GEOID HEIGHT    -        -42.332 (meters)                     GEOID18
 TV0544  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 TV0544  HORZ ORDER      -  THIRD
 TV0544
 TV0544.The horizontal coordinates were established by classical geodetic methods
 TV0544.and adjusted by the National Geodetic Survey in May 1997.
 TV0544
 TV0544.The orthometric height was scaled from a topographic map.
 TV0544
 TV0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0544.GEOID18 height accuracy estimate available here.
 TV0544
 TV0544.Click photographs - Photos may exist for this station.
 TV0544
 TV0544.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0544
 TV0544. The following values were computed from the NAD 83(1997) position.
 TV0544
 TV0544;                    North         East     Units Scale Factor Converg.
 TV0544;SPC PRVI     -   261,986.865   361,326.183   MT  0.99999753   +0 28 39.7
 TV0544;UTM  20      - 2,034,093.620   298,573.995   MT  1.00010161   -0 36 05.9
 TV0544
 TV0544:                Primary Azimuth Mark                     Grid Az
 TV0544:SPC PRVI     -  THATCH                                   117 47 36.1
 TV0544:UTM  20      -  THATCH                                   118 52 21.7
 TV0544
 TV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9857334093(NAD 83)
 TV0544
 TV0544|---------------------------------------------------------------------|
 TV0544| PID    Reference Object                     Distance      Geod. Az  |
 TV0544|                                                           dddmmss.s |
 TV0544| TV0496 THATCH                              APPROX. 6.7 KM 1181615.8 |
 TV0544|---------------------------------------------------------------------|
 TV0544
 TV0544                          SUPERSEDED SURVEY CONTROL
 TV0544
 TV0544  NAD 83(1993)-  18 23 14.29595(N)    064 54 23.88854(W) AD(       ) 3
 TV0544  NAD 83(1986)-  18 23 14.26454(N)    064 54 23.84909(W) AD(       ) 3
 TV0544  PR          -  18 23 21.43017(N)    064 54 25.33618(W) AD(       ) 3
 TV0544
 TV0544.Superseded values are not recommended for survey control.
 TV0544
 TV0544.NGS no longer adjusts projects to the PR datum.
 TV0544.See file dsdata.pdf to determine how the superseded data were derived.
 TV0544
 TV0544_MARKER: Z = SEE DESCRIPTION
 TV0544_SETTING: 0 = UNSPECIFIED SETTING
 TV0544
 TV0544  HISTORY     - Date     Condition        Report By
 TV0544  HISTORY     - 1918     MONUMENTED       CGS
 TV0544  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0544
 TV0544                          STATION DESCRIPTION
 TV0544
 TV0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0544'THIS SIGNAL IS LOCATED ON THE SOUTHERNMOST POINT OF THE ISLAND
 TV0544'OF HANS LOLLIK, WHICH LIES ABOUT 2 MILES OFF THE N SHORE OF
 TV0544'ST. THOMAS.  THE STATION IS ON THE HIGHEST PART OF A LONG ROCKY
 TV0544'LEDGE THAT IS SEPARATED FROM THE MAINLAND BY A NARROW PASSAGE
 TV0544'ABOUT 20 FEET WIDE.
 TV0544'
 TV0544'THE LEDGE IS APPROXIMATELY 20 FEET WIDE AND 100 FEET LONG.  THE
 TV0544'LEDGE RUNS IN A GENERAL NORTHEAST AND SOUTHWESTERLY
 TV0544'DIRECTION.  STATION IS MARKED BY A STANDARD BRASS DISK WEDGED IN
 TV0544'A DRILL HOLE IN A FLAT PART OF THE ROCK.  THIS ROCK IS THE ONLY
 TV0544'ONE IN THE VICINITY AND THERE SHOULD BE NO DIFFICULTY IN
 TV0544'RECOVERING IT.  THE STATION IS ABOUT 20 FEET ABOVE HIGH WATER.
 TV0544'
 TV0544'FROM THE CENTER HANS LOLLIK ROCK, IS IN RANGE WITH THE HIGHEST
 TV0544'PEAK OF THATCH CAY.
 TV0544
 TV0544                          STATION RECOVERY (1975)
 TV0544
 TV0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0544'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0544'ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0525 ***********************************************************************
 TV0525  DESIGNATION -  HASSEL
 TV0525  PID         -  TV0525
 TV0525  STATE/COUNTY-  VQ/ST THOMAS
 TV0525  COUNTRY     -  US
 TV0525  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0525
 TV0525                         *CURRENT SURVEY CONTROL
 TV0525  ______________________________________________________________________
 TV0525* NAD 83(1997) POSITION- 18 20 04.66671(N) 064 56 13.11319(W)   ADJUSTED
 TV0525* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0525  ______________________________________________________________________
 TV0525  GEOID HEIGHT    -        -42.199 (meters)                     GEOID18
 TV0525  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 TV0525  HORZ ORDER      -  THIRD
 TV0525
 TV0525.The horizontal coordinates were established by classical geodetic methods
 TV0525.and adjusted by the National Geodetic Survey in May 1997.
 TV0525
 TV0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0525
 TV0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0525.GEOID18 height accuracy estimate available here.
 TV0525
 TV0525.Click photographs - Photos may exist for this station.
 TV0525
 TV0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0525
 TV0525. The following values were computed from the NAD 83(1997) position.
 TV0525
 TV0525;                    North         East     Units Scale Factor Converg.
 TV0525;SPC PRVI     -   256,130.419   358,167.644   MT  0.99999550   +0 28 05.5
 TV0525;UTM  20      - 2,028,297.006   295,305.412   MT  1.00011802   -0 36 34.3
 TV0525
 TV0525:                Primary Azimuth Mark                     Grid Az
 TV0525:SPC PRVI     -  ST THOMAS S BASE                         108 30 23.1
 TV0525:UTM  20      -  ST THOMAS S BASE                         109 35 02.9
 TV0525
 TV0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9530528297(NAD 83)
 TV0525
 TV0525|---------------------------------------------------------------------|
 TV0525| PID    Reference Object                     Distance      Geod. Az  |
 TV0525|                                                           dddmmss.s |
 TV0525| TV0523 MID                                 APPROX. 1.2 KM 0184416.6 |
 TV0525| TV0516 BLACK BLACKBEARD CASTLE             APPROX. 1.3 KM 0372038.4 |
 TV0525| TV0519 KING WHARF CONC BLDG FLAGPOLE       APPROX. 0.9 KM 0425032.9 |
 TV0525| TV0515 BLUE BLUEBEARD CASTLE FLAGPOLE      APPROX. 1.5 KM 0651508.5 |
 TV0525| TV0514 ST THOMAS S BASE                    APPROX. 1.4 KM 1085828.6 |
 TV0525| TV0502 EAST POINT LIGHTHOUSE               APPROX. 2.2 KM 1352704.8 |
 TV0525| CE4762 HASSEL RM 1                                        19239     |
 TV0525| TV0534 FLAT                                APPROX. 2.9 KM 2512902.5 |
 TV0525| TV0543 BELVEDERE 2                         APPROX. 0.6 KM 2744658.4 |
 TV0525| TV0526 FRENCH                              APPROX. 0.9 KM 3543223.9 |
 TV0525|---------------------------------------------------------------------|
 TV0525
 TV0525                          SUPERSEDED SURVEY CONTROL
 TV0525
 TV0525  NAD 83(1993)-  18 20 04.66675(N)    064 56 13.12071(W) AD(       ) 3
 TV0525  NAD 83(1986)-  18 20 04.63614(N)    064 56 13.08334(W) AD(       ) 3
 TV0525  PR          -  18 20 11.79936(N)    064 56 14.56487(W) AD(       ) 3
 TV0525  LMSL    (07/19/86)   63.2    (m)          207.     (f) VERT ANG       
 TV0525
 TV0525.Superseded values are not recommended for survey control.
 TV0525
 TV0525.NGS no longer adjusts projects to the PR datum.
 TV0525.See file dsdata.pdf to determine how the superseded data were derived.
 TV0525
 TV0525_MARKER: DS = TRIANGULATION STATION DISK
 TV0525_SETTING: 0 = UNSPECIFIED SETTING
 TV0525
 TV0525  HISTORY     - Date     Condition        Report By
 TV0525  HISTORY     - 1918     MONUMENTED       CGS
 TV0525  HISTORY     - 1977     GOOD             NGS
 TV0525
 TV0525                          STATION DESCRIPTION
 TV0525
 TV0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0525'THIS STATION IS A REGULATION TRIANGULATION DISK CEMENTED IN TOP
 TV0525'OF NORTHERN CORNER OF OLD BATTERY RUINS (SHIPLEYS BATTERY),
 TV0525'LOCATED ON NORTHERN KNOLL OF HASSEL ISLAND.
 TV0525'
 TV0525'REFERENCE MARK NO.1 IS REGULATION STANDARD BRONZE DISK ON TOP
 TV0525'OF WALL TO THE S.  IT BEARS S 12 DEG 31 MIN W (TRUE), AND IS
 TV0525'13.1 METERS DISTANT FROM STATION.
 TV0525'
 TV0525'ELEVATION BY TOPOGRAPHY 210 FEET.
 TV0525'
 TV0525'ELEVATION BY TRIANGULATION 207 FEET.
 TV0525
 TV0525                          STATION RECOVERY (1977)
 TV0525
 TV0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0525'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TV0525'REFERENCE MARK WAS SEARCHED FOR BRIEFLY BUT NOT FOUND DUE TO HEAVY
 TV0525'VEGETATION ON TOP OF THE BATTERY WALL.
 TV0525'
 TV0525'THE STATION IS BEST REACHED BY TAKING THE ROYAL MAIL BOAT FERRY,
 TV0525'WHICH RUNS BETWEEN CHARLOTTE AMALIE AND HASSEL IS. FROM THE LANDING
 TV0525'ON HASSEL IS., WALK SOUTHERLY PAST THE HOUSES, THEN FOLLOW A
 TV0525'FOOTPATH UPHILL TO A CATCHMENT BASIN.  FROM HERE FOLLOW A DIM TRAIL
 TV0525'TO THE TOP OF THE HILL AND THE STATION IN THE BATTERY WALL.
 TV0525'
 TV0525'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE NORTH END OF
 TV0525'HASSEL IS., IN CHARLOTTE AMALIE HARBOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0435 ***********************************************************************
 TV0435  TIDAL BM    -  This is a Tidal Bench Mark.
 TV0435  DESIGNATION -  HAUL 1918
 TV0435  PID         -  TV0435
 TV0435  STATE/COUNTY-  VQ/ST JOHN
 TV0435  COUNTRY     -  US
 TV0435  USGS QUAD   -  CORAL BAY (2013)
 TV0435
 TV0435                         *CURRENT SURVEY CONTROL
 TV0435  ______________________________________________________________________
 TV0435* NAD 83(1997) POSITION- 18 21 08.13364(N) 064 40 49.05006(W)   ADJUSTED
 TV0435* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0435  ______________________________________________________________________
 TV0435  GEOID HEIGHT    -        -42.296 (meters)                     GEOID18
 TV0435  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 TV0435  HORZ ORDER      -  THIRD
 TV0435
 TV0435.The horizontal coordinates were established by classical geodetic methods
 TV0435.and adjusted by the National Geodetic Survey in May 1997.
 TV0435
 TV0435.The orthometric height was scaled from a topographic map.
 TV0435
 TV0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0435.GEOID18 height accuracy estimate available here.
 TV0435
 TV0435.This Tidal Bench Mark is designated as VM 23572
 TV0435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 TV0435
 TV0435.Click photographs - Photos may exist for this station.
 TV0435
 TV0435.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0435
 TV0435. The following values were computed from the NAD 83(1997) position.
 TV0435
 TV0435;                    North         East     Units Scale Factor Converg.
 TV0435;SPC PRVI     -   258,322.377   385,280.173   MT  0.99999608   +0 32 54.6
 TV0435;UTM  20      - 2,029,978.723   322,455.908   MT  0.99998971   -0 31 45.1
 TV0435
 TV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2245529978(NAD 83)
 TV0435
 TV0435                          SUPERSEDED SURVEY CONTROL
 TV0435
 TV0435  NAD 83(1993)-  18 21 08.13594(N)    064 40 49.05054(W) AD(       ) 3
 TV0435  NAD 83(1986)-  18 21 08.09953(N)    064 40 49.01660(W) AD(       ) 3
 TV0435  PR          -  18 21 15.26536(N)    064 40 50.52792(W) AD(       ) 3
 TV0435
 TV0435.Superseded values are not recommended for survey control.
 TV0435
 TV0435.NGS no longer adjusts projects to the PR datum.
 TV0435.See file dsdata.pdf to determine how the superseded data were derived.
 TV0435
 TV0435_MARKER: Z = SEE DESCRIPTION
 TV0435_SETTING: 0 = UNSPECIFIED SETTING
 TV0435
 TV0435  HISTORY     - Date     Condition        Report By
 TV0435  HISTORY     - 1918     MONUMENTED       CGS
 TV0435  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0435
 TV0435                          STATION DESCRIPTION
 TV0435
 TV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0435'STATION IS SITUATED ON THE EXTREME EASTERLY END OF POINT THAT
 TV0435'SEPARATES HAUL OVER BAY AND MENNBECK BAY (LOCALLY KNOWN AS JACOBS
 TV0435'BAY).  IMMEDIATELY BEHIND AND ABOUT 10 FEET AWAY FROM STATION
 TV0435'RISES A BOLD CLIFF OF JAGGED WEATHERED ROCK ABOUT 40 FEET HIGH.
 TV0435'
 TV0435'STATION IS MARKED BY A REGULATION BRASS DISK CEMENTED IN A
 TV0435'DRILL HOLE IN LARGE STEEP SIDED ROCK ON EXTREME EDGE OF POINT.
 TV0435'
 TV0435'STATION IS ABOUT 6 FEET ABOVE THE WATER LINE.
 TV0435'
 TV0435'EASTERLY POINT OF LITTLE THATCH ISLAND SHOWS JUST OUTSIDE OF
 TV0435'POINT W OF JACOBS BAY.
 TV0435
 TV0435                          STATION RECOVERY (1926)
 TV0435
 TV0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0435'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5037 ***********************************************************************
 TZ5037  DESIGNATION -  HAWK HILL MICRO TOWER STROBE
 TZ5037  PID         -  TZ5037
 TZ5037  STATE/COUNTY-  VQ/ST THOMAS
 TZ5037  COUNTRY     -  US
 TZ5037  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5037
 TZ5037                         *CURRENT SURVEY CONTROL
 TZ5037  ______________________________________________________________________
 TZ5037* NAD 83(1997) POSITION- 18 21 11.00522(N) 064 58 32.85796(W)   ADJUSTED
 TZ5037* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5037  ______________________________________________________________________
 TZ5037  GEOID HEIGHT    -        -42.199 (meters)                     GEOID18
 TZ5037  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 TZ5037  HORZ ORDER      -  THIRD
 TZ5037
 TZ5037.The horizontal coordinates were established by classical geodetic methods
 TZ5037.and adjusted by the National Geodetic Survey in May 1997.
 TZ5037
 TZ5037.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5037
 TZ5037.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5037.GEOID18 height accuracy estimate available here.
 TZ5037
 TZ5037.Click photographs - Photos may exist for this station.
 TZ5037
 TZ5037.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5037
 TZ5037. The following values were computed from the NAD 83(1997) position.
 TZ5037
 TZ5037;                    North         East     Units Scale Factor Converg.
 TZ5037;SPC PRVI     -   258,136.872   354,048.367   MT  0.99999611   +0 27 21.8
 TZ5037;UTM  20      - 2,030,380.883   291,224.073   MT  1.00013889   -0 37 20.5
 TZ5037
 TZ5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9122430380(NAD 83)
 TZ5037
 TZ5037                          SUPERSEDED SURVEY CONTROL
 TZ5037
 TZ5037  NAD 83(1993)-  18 21 11.00224(N)    064 58 32.86728(W) AD(       ) 3
 TZ5037  LMSL    (07/06/94)  449.0    (m)         1473.     (f) VERT ANG       
 TZ5037
 TZ5037.Superseded values are not recommended for survey control.
 TZ5037
 TZ5037.NGS no longer adjusts projects to the PR datum.
 TZ5037.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5037
 TZ5037_MARKER: 45 = MICROWAVE TOWER
 TZ5037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5037+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5037
 TZ5037  HISTORY     - Date     Condition        Report By
 TZ5037  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5037  HISTORY     - 20050130 GOOD             USPSQD
 TZ5037
 TZ5037                          STATION DESCRIPTION
 TZ5037
 TZ5037'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5037'THE STATION IS LOCATED IN THE CENTRAL AREA OF ST THOMAS ISLAND IN THE
 TZ5037'U.S. VIRGIN ISLANDS ABOUT 1 MILE (1.6 KM) NORTH OF THE ST THOMAS
 TZ5037'AIRPORT.  THE STATION IS A MICROWAVE TOWER WITH A PROMINENT WHITE
 TZ5037'FLASHING STROBE AT ITS TOP LOCATED ON HAWK HILL.  THIS WAS AT THE
 TZ5037'TIME OF THE SURVEY THE ONLY STROBE LIGHTED LANDMARK IN ST THOMAS AND
 TZ5037'IS VISIBLE FOR LONG DISTANCES ESPECIALLY AT NIGHT DUE TO THE HIGH
 TZ5037'INTENSITY OF THE STROBE.
 TZ5037
 TZ5037                          STATION RECOVERY (2005)
 TZ5037
 TZ5037'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3916 ***********************************************************************
 DL3916  DESIGNATION -  HENRY
 DL3916  PID         -  DL3916
 DL3916  STATE/COUNTY-  VQ/ST THOMAS
 DL3916  COUNTRY     -  US
 DL3916  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3916
 DL3916                         *CURRENT SURVEY CONTROL
 DL3916  ______________________________________________________________________
 DL3916* NAD 83(1986) POSITION- 18 20 34.9    (N) 064 58 07.5    (W)   HD_HELD2
 DL3916* VIVD09  ORTHO HEIGHT -    29.821 (meters)       97.84  (feet) ADJUSTED
 DL3916  ______________________________________________________________________
 DL3916  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DL3916  VERT ORDER      -  FIRST     CLASS II
 DL3916
 DL3916.The horizontal coordinates were established by autonomous hand held GPS
 DL3916.observations and have an estimated accuracy of +/- 10 meters.
 DL3916
 DL3916.The orthometric height was determined by differential leveling and
 DL3916.adjusted by the NATIONAL GEODETIC SURVEY
 DL3916.in April 2012.
 DL3916
 DL3916.No vertical observational check was made to the station.
 DL3916
 DL3916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3916.GEOID18 height accuracy estimate available here.
 DL3916
 DL3916.Click photographs - Photos may exist for this station.
 DL3916
 DL3916;                    North         East    Units  Estimated Accuracy
 DL3916;SPC PRVI     -   257,033.      354,802.      MT  (+/- 10 meters HH2 GPS)
 DL3916
 DL3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9195629262(NAD 83)
 DL3916
 DL3916                          SUPERSEDED SURVEY CONTROL
 DL3916
 DL3916.No superseded survey control is available for this station.
 DL3916
 DL3916_MARKER: DV = VERTICAL CONTROL DISK
 DL3916_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DL3916_SP_SET: FOOTING
 DL3916_STAMPING: HENRY 2007
 DL3916_MARK LOGO: NGS
 DL3916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3916+STABILITY: POSITION/ELEVATION WELL
 DL3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3916+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3916
 DL3916  HISTORY     - Date     Condition        Report By
 DL3916  HISTORY     - 20070724 MONUMENTED       NGS
 DL3916
 DL3916                          STATION DESCRIPTION
 DL3916
 DL3916'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3916'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3916'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE ON THE
 DL3916'CAMPUS OF THE UNIVERSITY OF THE VIRGIN ISLANDS.
 DL3916'
 DL3916'STARTING FROM THE UNITED STATES COAST GUARD STATION IN CHARLOTTE
 DL3916'AMALIE, AT THE INTERSECTION OF PORT PLADSON AND HIGHWAY 30, GO 2.5 MI
 DL3916'(4.0 KM) WESTERLY ALONG HIGHWAY 30 TO THE CYRIL E.KING AIRPORT FIRE
 DL3916'STATION ON THE LEFT, AND TAKE THE BACK CAMPUS ROAD RIGHT GOING 0.25 MI
 DL3916'(0.4 KM) TO THE STATION ON THE LEFT ATOP A MASSIVE PYRAMIDAL SEMAPHORE
 DL3916'ROUGHLY 4 FT (1.2 M) BY 4 FT.
 DL3916'
 DL3916'THE MARK IS 44.4 M (145.7 FT) NORTHWEST OF THE NORTH CORNER OF A
 DL3916'DRIVEWAY, 18.3 M (60.0 FT) SOUTHWEST OF A UTILITY STREET LAMP, 8.1 M
 DL3916'(26.6 FT) SOUTHEAST OF THE CENTERLINE OF ANOTHER SEMAPHORE, 7.1 M
 DL3916'(23.3 FT) WEST OF THE STREET CENTERLINE IN LINE WITH THE SOUTH EDGE OF
 DL3916'A SPEED BUMP, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0439 ***********************************************************************
 TV0439  DESIGNATION -  HER 1918
 TV0439  PID         -  TV0439
 TV0439  STATE/COUNTY-  VQ/ST JOHN
 TV0439  COUNTRY     -  US
 TV0439  USGS QUAD   -  CORAL BAY (2013)
 TV0439
 TV0439                         *CURRENT SURVEY CONTROL
 TV0439  ______________________________________________________________________
 TV0439* NAD 83(1997) POSITION- 18 21 03.69321(N) 064 41 57.12662(W)   ADJUSTED
 TV0439* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0439  ______________________________________________________________________
 TV0439  GEOID HEIGHT    -        -42.261 (meters)                     GEOID18
 TV0439  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 TV0439  HORZ ORDER      -  THIRD
 TV0439
 TV0439.The horizontal coordinates were established by classical geodetic methods
 TV0439.and adjusted by the National Geodetic Survey in May 1997.
 TV0439
 TV0439.The orthometric height was scaled from a topographic map.
 TV0439
 TV0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0439.GEOID18 height accuracy estimate available here.
 TV0439
 TV0439.Click photographs - Photos may exist for this station.
 TV0439
 TV0439.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0439
 TV0439. The following values were computed from the NAD 83(1997) position.
 TV0439
 TV0439;                    North         East     Units Scale Factor Converg.
 TV0439;SPC PRVI     -   258,166.830   383,282.898   MT  0.99999604   +0 32 33.3
 TV0439;UTM  20      - 2,029,860.769   320,456.065   MT  0.99999854   -0 32 06.4
 TV0439
 TV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2045629860(NAD 83)
 TV0439
 TV0439                          SUPERSEDED SURVEY CONTROL
 TV0439
 TV0439  NAD 83(1993)-  18 21 03.69537(N)    064 41 57.12730(W) AD(       ) 3
 TV0439  NAD 83(1986)-  18 21 03.65930(N)    064 41 57.09298(W) AD(       ) 3
 TV0439  PR          -  18 21 10.82517(N)    064 41 58.60292(W) AD(       ) 3
 TV0439
 TV0439.Superseded values are not recommended for survey control.
 TV0439
 TV0439.NGS no longer adjusts projects to the PR datum.
 TV0439.See file dsdata.pdf to determine how the superseded data were derived.
 TV0439
 TV0439_MARKER: Z = SEE DESCRIPTION
 TV0439_SETTING: 0 = UNSPECIFIED SETTING
 TV0439
 TV0439  HISTORY     - Date     Condition        Report By
 TV0439  HISTORY     - 1918     MONUMENTED       CGS
 TV0439  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0439
 TV0439                          STATION DESCRIPTION
 TV0439
 TV0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0439'STATION IS ON THE SOUTHERN EDGE OF THE ROCKY POINT RUNNING TO
 TV0439'THE SW FROM THE HEAD OF HURRICANE HOLE AND KNOWN AS LONG OR
 TV0439'MARDENBOROUGH POINT.
 TV0439'
 TV0439'THE POINT IS COMPOSED OF REDDISH YELLOW ROCKS, WHICH EXTEND
 TV0439'DOWN TO THE WATER FROM A GRASSY HEADLAND.
 TV0439'
 TV0439'STATION IS ABOUT 5 METERS FROM THE END OF THE POINT AND ABOUT
 TV0439'1 METER FROM ITS S EDGE.  IT IS ABOUT 3 METERS ABOVE SEA LEVEL.
 TV0439'
 TV0439'MARKED BY A U. S. C. AND G. S. BRASS TRIANGULATION DISK CEMENTED
 TV0439'IN A CREVICE OF THE ROCK.
 TV0439
 TV0439                          STATION RECOVERY (1926)
 TV0439
 TV0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0439'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1500 ***********************************************************************
 TV1500  DESIGNATION -  HESS
 TV1500  PID         -  TV1500
 TV1500  STATE/COUNTY-  VQ/ST CROIX
 TV1500  COUNTRY     -  US
 TV1500  USGS QUAD   -  CHRISTIANSTED (2013)
 TV1500
 TV1500                         *CURRENT SURVEY CONTROL
 TV1500  ______________________________________________________________________
 TV1500* NAD 83(1997) POSITION- 17 41 17.72134(N) 064 44 25.78483(W)   ADJUSTED
 TV1500* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1500  ______________________________________________________________________
 TV1500  GEOID HEIGHT    -        -41.217 (meters)                     GEOID18
 TV1500  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 TV1500  HORZ ORDER      -  THIRD
 TV1500
 TV1500.The horizontal coordinates were established by classical geodetic methods
 TV1500.and adjusted by the National Geodetic Survey in May 1997.
 TV1500
 TV1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1500
 TV1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1500.GEOID18 height accuracy estimate available here.
 TV1500
 TV1500.Click photographs - Photos may exist for this station.
 TV1500
 TV1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1500
 TV1500. The following values were computed from the NAD 83(1997) position.
 TV1500
 TV1500;                    North         East     Units Scale Factor Converg.
 TV1500;SPC PRVI     -   184,772.864   379,596.736   MT  1.00003888   +0 31 46.8
 TV1500;UTM  20      - 1,956,548.027   315,402.202   MT  1.00002133   -0 31 44.3
 TV1500
 TV1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1540256548(NAD 83)
 TV1500
 TV1500                          SUPERSEDED SURVEY CONTROL
 TV1500
 TV1500  NAD 83(1993)-  17 41 17.71921(N)    064 44 25.79483(W) AD(       ) 3
 TV1500  NAD 83(1986)-  17 41 17.70579(N)    064 44 25.76824(W) AD(       ) 3
 TV1500  LMSL    (05/31/90)    4.7    (m)           15.     (f) VERT ANG       
 TV1500
 TV1500.Superseded values are not recommended for survey control.
 TV1500
 TV1500.NGS no longer adjusts projects to the PR datum.
 TV1500.See file dsdata.pdf to determine how the superseded data were derived.
 TV1500
 TV1500_MARKER: DD = SURVEY DISK
 TV1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1500+STABILITY: SURFACE MOTION
 TV1500
 TV1500  HISTORY     - Date     Condition        Report By
 TV1500  HISTORY     - 1982     MONUMENTED       NOS
 TV1500
 TV1500                          STATION DESCRIPTION
 TV1500
 TV1500'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1500'THE STATION IS LOCATED ON THE PROPERTY OF HESS OIL ON THE EAST
 TV1500'JETTY. IT IS ON THE EAST SIDE OF THE ROAD AT THE BEGGING OF THR
 TV1500'TURN AROUND. PERMISSION WILL HAVE TO BE PREARRANGED TO ACCESS THIS
 TV1500'STATION.
 TV1500'
 TV1500'TO REACH FROM THE ST CROIX AIRPORT GO EAST THEN NORTH FOR 1.6 KM
 TV1500'(1.0 MI) TO A CROSSROAD AT STOPLIGHT. TURN RIGHT AND GO EAST ON
 TV1500'NEW HIGHWAY FOR 2.7 KM (1.7 MI) TO A SIDE ROAD RIGHT. TURN
 TV1500'RIGHT FOLLOWING ALONG FENCE ON WINDING ROAD FOR 1.9 KM (1.2 MI)
 TV1500'TO MAIN GATE OF HESS OIL.FROM MAIN GATE ESCROT WILL SHOW TO REACH
 TV1500'EAST JETTY.
 TV1500'
 TV1500'THE STATION IS A BRASS DISKSTAMPED---C 51.50 ELV 18.26 L 862.50---
 TV1500'SET IN A 12 INCH SQUARE MONUMENT IN THE CENTER OF THREE 6 INCH
 TV1500'PIPES PROJECTING THREE FEET.
 TV1500'
 TV1500'IT IS LOCATED,
 TV1500'7.7 METERS (25.2 FT) EAST FROM CENTERLINE OF ROAD,
 TV1500'5.0 METERS (16.4 FT) WEST FROM EAST EDGE OF ASPHALT.
 TV1500'
 TV1500'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1500'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0557 ***********************************************************************
 TV0557  DESIGNATION -  HIGH 1918
 TV0557  PID         -  TV0557
 TV0557  STATE/COUNTY-  VQ/ST THOMAS
 TV0557  COUNTRY     -  US
 TV0557  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0557
 TV0557                         *CURRENT SURVEY CONTROL
 TV0557  ______________________________________________________________________
 TV0557* NAD 83(1997) POSITION- 18 20 46.16595(N) 065 00 04.90253(W)   ADJUSTED
 TV0557* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0557  ______________________________________________________________________
 TV0557  GEOID HEIGHT    -        -42.215 (meters)                     GEOID18
 TV0557  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 TV0557  HORZ ORDER      -  THIRD
 TV0557
 TV0557.The horizontal coordinates were established by classical geodetic methods
 TV0557.and adjusted by the National Geodetic Survey in May 1997.
 TV0557
 TV0557.The orthometric height was scaled from a topographic map.
 TV0557
 TV0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0557.GEOID18 height accuracy estimate available here.
 TV0557
 TV0557.Click photographs - Photos may exist for this station.
 TV0557
 TV0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0557
 TV0557. The following values were computed from the NAD 83(1997) position.
 TV0557
 TV0557;                    North         East     Units Scale Factor Converg.
 TV0557;SPC PRVI     -   257,351.878   351,352.102   MT  0.99999587   +0 26 53.0
 TV0557;UTM  20      - 2,029,646.659   288,513.106   MT  1.00015297   -0 37 48.6
 TV0557
 TV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8851329646(NAD 83)
 TV0557
 TV0557                          SUPERSEDED SURVEY CONTROL
 TV0557
 TV0557  NAD 83(1993)-  18 20 46.16560(N)    065 00 04.91371(W) AD(       ) 3
 TV0557  NAD 83(1986)-  18 20 46.13779(N)    065 00 04.87727(W) AD(       ) 3
 TV0557  PR          -  18 20 53.29968(N)    065 00 06.34485(W) AD(       ) 3
 TV0557
 TV0557.Superseded values are not recommended for survey control.
 TV0557
 TV0557.NGS no longer adjusts projects to the PR datum.
 TV0557.See file dsdata.pdf to determine how the superseded data were derived.
 TV0557
 TV0557
 TV0557  HISTORY     - Date     Condition        Report By
 TV0557  HISTORY     - 1918     MONUMENTED       CGS
 TV0557  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0557  HISTORY     - 1967     GOOD             CGS
 TV0557  HISTORY     - 1972     GOOD             NGS
 TV0557
 TV0557                          STATION DESCRIPTION
 TV0557
 TV0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0557'STATION IS ON THE S SHORE OF ST. THOMAS ISLAND ON A PROMINENT
 TV0557'POINT ABOUT MIDWAY BETWEEN BLACK POINT AND LUCAS POINT.  STATION
 TV0557'IS ON A HIGH DETACHED ROCK.  THE TOP OF THE ROCK IS ABOUT 40 FEET
 TV0557'ABOVE THE WATER LINE.
 TV0557'
 TV0557'REFERENCE MARK NO.1 IS A STANDARD REFERENCE MARK PLACED INSIDE
 TV0557'OF THE CLIFF ON MAINLAND.  IT IS DISTANT 23.4 METERS FROM STATION
 TV0557'IN AZIMUTH 136 DEG.
 TV0557
 TV0557                          STATION RECOVERY (1923)
 TV0557
 TV0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0557'STATION FOUND AS DESCRIBED.
 TV0557
 TV0557                          STATION RECOVERY (1967)
 TV0557
 TV0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0557'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0557'
 TV0557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MILES WEST OF
 TV0557'CHARLOTTE AMALIE, ST. THOMAS.
 TV0557
 TV0557                          STATION RECOVERY (1972)
 TV0557
 TV0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0557'STATION HIGH WAS RECOVERED AS DESCRIBED BY O.W.S. IN 1918.  IT WAS
 TV0557'RECOVERED AND USED AS A HYDRO SIGNAL IN 1967, BUT NO NOTES FROM THIS
 TV0557'TIME ARE AVAILABLE.
 TV0557'
 TV0557'THE STATION IS BEST REACHED BY SKIFF DURING CALM PERIODS.  A
 TV0557'PROJECTING POINT TO THE EAST OF THE STATION GIVES SOME LEE EVEN WHEN
 TV0557'SWELLS ARE RUNNING.  LANDINGS SHOULD BE MADE ON THE ROCKY BEACH
 TV0557'JUST INSHORE OF THE PROMONTORY ON WHICH THE MARK IS LOCATED BECAUSE
 TV0557'OF THE SUBMERGED ROCKS ON THE SEAWARD SIDE.  A LANDING CAN ALSO BE
 TV0557'MADE INSIDE THE COVE KNOWN AS PERSERVANCE BAY.  AND THE MARK
 TV0557'REACHED BY WALKING WESTWARD ALONG THE BEACH FOR ABOUT 600 YARDS.
 TV0557'DUE TO SEA CONDITIONS, THE RM WAS NOT SEARCHED FOR.
 TV0557'
 TV0557'STATION IS APPROXIMATELY MIDWAY BETWEEN BLACK POINT AND LUCAS
 TV0557'POINT ON THE SOUTHERN COAST OF ST. THOMAS.
 TV0557'
 TV0557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES WEST OF
 TV0557'CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0517 ***********************************************************************
 TV0517  DESIGNATION -  HILL 1918
 TV0517  PID         -  TV0517
 TV0517  STATE/COUNTY-  VQ/ST THOMAS
 TV0517  COUNTRY     -  US
 TV0517  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0517
 TV0517                         *CURRENT SURVEY CONTROL
 TV0517  ______________________________________________________________________
 TV0517* NAD 83(1997) POSITION- 18 20 42.77025(N) 064 55 48.04424(W)   NO CHECK
 TV0517* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0517  ______________________________________________________________________
 TV0517  GEOID HEIGHT    -        -42.190 (meters)                     GEOID18
 TV0517  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 TV0517  HORZ ORDER      -  THIRD
 TV0517
 TV0517.The horizontal coordinates were established by classical geodetic methods
 TV0517.and adjusted by the National Geodetic Survey in May 1997.
 TV0517
 TV0517.No horizontal observational check was made to the station.
 TV0517
 TV0517.The orthometric height was scaled from a topographic map.
 TV0517
 TV0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0517.GEOID18 height accuracy estimate available here.
 TV0517
 TV0517.Click photographs - Photos may exist for this station.
 TV0517
 TV0517.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0517
 TV0517. The following values were computed from the NAD 83(1997) position.
 TV0517
 TV0517;                    North         East     Units Scale Factor Converg.
 TV0517;SPC PRVI     -   257,307.921   358,894.075   MT  0.99999584   +0 28 13.3
 TV0517;UTM  20      - 2,029,460.775   296,053.955   MT  1.00011424   -0 36 27.6
 TV0517
 TV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9605329460(NAD 83)
 TV0517
 TV0517                          SUPERSEDED SURVEY CONTROL
 TV0517
 TV0517  NAD 83(1993)-  18 20 42.77064(N)    064 55 48.05177(W) AD(       ) 3
 TV0517  NAD 83(1986)-  18 20 42.73981(N)    064 55 48.01400(W) AD(       ) 3
 TV0517  PR          -  18 20 49.90404(N)    064 55 49.49651(W) AD(       ) 3
 TV0517
 TV0517.Superseded values are not recommended for survey control.
 TV0517
 TV0517.NGS no longer adjusts projects to the PR datum.
 TV0517.See file dsdata.pdf to determine how the superseded data were derived.
 TV0517
 TV0517
 TV0517  HISTORY     - Date     Condition        Report By
 TV0517  HISTORY     - 1918     MONUMENTED       CGS
 TV0517  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0517
 TV0517                          STATION DESCRIPTION
 TV0517
 TV0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0517'STATION IS ON THE E SIDE OF THE ROAD LEADING DOWN FROM LOUISENHOE
 TV0517'AND JUST N OF WHERE THIS ROAD DIVIDES INTO THREE ROADS, ONE
 TV0517'RUNNING DOWN TO THE WESTWARD OF GOVERNMENT HILL, THE MIDDLE ONE
 TV0517'OVER GOVERNMENT HILL, AND THE THIRD TOWARDS THE PARADE GROUND.
 TV0517'
 TV0517'THE WITNESS MARK IS THE CONCRETE GATEWAY ABOUT 30 FEET W OF
 TV0517'THE STATION LEADING INTO THE PREMISES OF THE HOUSE OCCUPIED BY
 TV0517'J.C. GEORGE, THE PLUMBER.
 TV0517
 TV0517                          STATION RECOVERY (1926)
 TV0517
 TV0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0517'STATION NOT SEARCHED FOR OR USED.
 TV0517'
 TV0517'NOTE--(UNDER DATE OF MAY 9, 1933) LETTER OF--DONALD S. ROREHAM,
 TV0517'ASSISTANT COMMISSIONER OF PUBLIC WORKS, ST. THOMAS ISLAND,
 TV0517'VIRGIN ISLANDS.
 TV0517'
 TV0517'PERMISSION REQUESTED TO LOWER TRIANGULATION STATION MARK HILL
 TV0517'12 INCHES IN ELEVATION.  STATION IS LOCATED IN THE CITY OF
 TV0517'ST. THOMAS, AT THE FOOT OF THE LOUISENHOE ROAD AND ABOUT 500 FEET
 TV0517'NNE OF BLACKBEARDS CASTLE, ON GOVERNMENT HILL.
 TV0517'
 TV0517'AT PRESENT THIS STATION IS SET IN A ROUGH CONCRETE MOUND IN
 TV0517'THE ROADWAY AND PROJECTS ABOUT 10 INCHES ABOVE THE GROUND, BEING
 TV0517'SUBJECT TO DAMAGE BY VEHICULAR TRAFFIC.
 TV0517'
 TV0517'EXTENSIVE REPAIR WORK IS BEING UNDERTAKEN AT THIS SECTION OF
 TV0517'THE ROAD, AND IT IS THEREFORE NECESSARY THAT THIS PROJECTION BE
 TV0517'DONE AWAY WITH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0162 ***********************************************************************
 TV0162  DESIGNATION -  HOPE
 TV0162  PID         -  TV0162
 TV0162  STATE/COUNTY-  VQ/ST CROIX
 TV0162  COUNTRY     -  US
 TV0162  USGS QUAD   -  LONG POINT (2013)
 TV0162
 TV0162                         *CURRENT SURVEY CONTROL
 TV0162  ______________________________________________________________________
 TV0162* NAD 83(1997) POSITION- 17 41 16.91913(N) 064 51 17.62982(W)   ADJUSTED
 TV0162* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0162  ______________________________________________________________________
 TV0162  GEOID HEIGHT    -        -41.364 (meters)                     GEOID18
 TV0162  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 TV0162  HORZ ORDER      -  THIRD
 TV0162
 TV0162.The horizontal coordinates were established by classical geodetic methods
 TV0162.and adjusted by the National Geodetic Survey in May 1997.
 TV0162
 TV0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0162
 TV0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0162.GEOID18 height accuracy estimate available here.
 TV0162
 TV0162.Click photographs - Photos may exist for this station.
 TV0162
 TV0162.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0162
 TV0162. The following values were computed from the NAD 83(1997) position.
 TV0162
 TV0162;                    North         East     Units Scale Factor Converg.
 TV0162;SPC PRVI     -   184,639.792   367,460.174   MT  1.00003892   +0 29 37.9
 TV0162;UTM  20      - 1,956,639.104   303,265.121   MT  1.00007856   -0 33 49.5
 TV0162
 TV0162:                Primary Azimuth Mark                     Grid Az
 TV0162:SPC PRVI     -  WYM CHIMNEY                              332 04 54.3
 TV0162:UTM  20      -  WYM CHIMNEY                              333 08 21.7
 TV0162
 TV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0326556639(NAD 83)
 TV0162
 TV0162|---------------------------------------------------------------------|
 TV0162| PID    Reference Object                     Distance      Geod. Az  |
 TV0162|                                                           dddmmss.s |
 TV0162| TV0160 HOGENSBORG CHIMNEY                  APPROX. 2.5 KM 0222205.4 |
 TV0162| TV0161 CARLTON MILL                        APPROX. 1.6 KM 0232136.2 |
 TV0162| TV0154 GROVE PLACE CHIMNEY                 APPROX. 5.2 KM 0372827.4 |
 TV0162| TV0152 PLESSEN CHIMNEY                     APPROX. 4.9 KM 0470358.7 |
 TV0162| TV0157 OLD PYE MILL                        APPROX. 2.7 KM 0513908.4 |
 TV0162| TV0155 BIG DIAMOND CHIMNEY                 APPROX. 3.6 KM 0595500.4 |
 TV0162| TV0148 PARADISE MILL                       APPROX. 4.6 KM 0645032.3 |
 TV0162| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 4.1 KM 0841156.9 |
 TV0162| TV0153 BREID WINDMILL                      APPROX. 3.5 KM 0903307.1 |
 TV0162| CE4775 HOPE RM 1                                          21158     |
 TV0162| CE4776 HOPE RM 2                                          30248     |
 TV0162| TV0165 WYM CHIMNEY                         APPROX. 1.4 KM 3323432.2 |
 TV0162| TV0163 TWO WILLIAMS MILL                   APPROX. 2.0 KM 3580522.8 |
 TV0162|---------------------------------------------------------------------|
 TV0162
 TV0162                          SUPERSEDED SURVEY CONTROL
 TV0162
 TV0162  NAD 83(1993)-  17 41 16.91740(N)    064 51 17.63965(W) AD(       ) 3
 TV0162  NAD 83(1986)-  17 41 16.90069(N)    064 51 17.61985(W) AD(       ) 3
 TV0162  PR          -  17 41 23.98821(N)    064 51 19.09311(W) AD(       ) 3
 TV0162  LMSL    (07/19/86)    4.1    (m)           13.     (f) VERT ANG       
 TV0162
 TV0162.Superseded values are not recommended for survey control.
 TV0162
 TV0162.NGS no longer adjusts projects to the PR datum.
 TV0162.See file dsdata.pdf to determine how the superseded data were derived.
 TV0162
 TV0162_MARKER: Z = SEE DESCRIPTION
 TV0162_SETTING: 66 = SET IN ROCK OUTCROP
 TV0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0162
 TV0162  HISTORY     - Date     Condition        Report By
 TV0162  HISTORY     - 1919     MONUMENTED       CGS
 TV0162  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0162  HISTORY     - 1977     GOOD             NGS
 TV0162  HISTORY     - 1980     GOOD             NOS
 TV0162
 TV0162                          STATION DESCRIPTION
 TV0162
 TV0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0162'ON TOP OF THE OLD SUGAR FAN MILL AT ESTATE GOOD HOPE, ON THE S
 TV0162'SHORE OF ST. CROIX, NEAR THE WESTERN END OF THE ISLAND.  THE MILL
 TV0162'IS ABOUT 200 METERS FROM THE SHORE LINE.  STATION IS ON THE N SIDE
 TV0162'OF THE TOP OF THE MILL, 0.35 METER FROM THE INNER EDGE OF THE WALL
 TV0162'AND ABOUT IN LINE BETWEEN THE CENTER OF THE MILL AND WYM CHIMNEY.
 TV0162'
 TV0162'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED INTO DRILL
 TV0162'HOLE IN THE TOP OF THE WALL OF THE MILL.
 TV0162'
 TV0162'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0162'IN A DRILL HOLE IN THE N POST AT BOTTOM OF STEPS AT ENTRANCE TO
 TV0162'THE ESTATE HOUSE.
 TV0162'
 TV0162'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0162'IN A HOLE IN AN OLD FOUNDATION ON NW SIDE OF THE MILL.
 TV0162'
 TV0162'TOP OF POLE - 12.60 METERS.
 TV0162
 TV0162                          STATION RECOVERY (1925)
 TV0162
 TV0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0162'STATION RECOVERED AS DESCRIBED.
 TV0162
 TV0162                          STATION RECOVERY (1977)
 TV0162
 TV0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0162'STATION MARK WAS RECOVERED IN GOOD CONDITION ON TOP OF THE MILL
 TV0162'WALL, AS DESCRIBED IN 1919.  THE REFERENCE MARKS WERE NOT RECOVERED
 TV0162'AND ARE PRESUMED DESTROYED.
 TV0162'
 TV0162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.4 MI.
 TV0162'SOUTHEAST OF FREDERIKSTED.
 TV0162
 TV0162                          STATION RECOVERY (1980)
 TV0162
 TV0162'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0162'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MILL IS
 TV0162'WITHIN A LOCKED, FENCED AREA, WITH THE NAME A. RICKEL,
 TV0162'ON THE GATE.  THE NEXT DOOR NEIGHBOR ALLOWED ENTRY BY
 TV0162'JUMPING THE FENCE, TO RECOVER THE STATION AS MR. RICKEL
 TV0162'COULD NOT BE LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0203 ***********************************************************************
 TV0203  DESIGNATION -  HORSE
 TV0203  PID         -  TV0203
 TV0203  STATE/COUNTY-  VQ/ST CROIX
 TV0203  COUNTRY     -  US
 TV0203  USGS QUAD   -  BARON BLUFF (2013)
 TV0203
 TV0203                         *CURRENT SURVEY CONTROL
 TV0203  ______________________________________________________________________
 TV0203* NAD 83(1997) POSITION- 17 45 51.89598(N) 064 52 18.18230(W)   ADJUSTED
 TV0203* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0203  ______________________________________________________________________
 TV0203  GEOID HEIGHT    -        -42.298 (meters)                     GEOID18
 TV0203  LAPLACE CORR    -          4.56  (seconds)                    DEFLEC18
 TV0203  HORZ ORDER      -  THIRD
 TV0203
 TV0203.The horizontal coordinates were established by classical geodetic methods
 TV0203.and adjusted by the National Geodetic Survey in May 1997.
 TV0203
 TV0203.The orthometric height was scaled from a topographic map.
 TV0203
 TV0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0203.GEOID18 height accuracy estimate available here.
 TV0203
 TV0203.Click photographs - Photos may exist for this station.
 TV0203
 TV0203.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0203
 TV0203. The following values were computed from the NAD 83(1997) position.
 TV0203
 TV0203;                    North         East     Units Scale Factor Converg.
 TV0203;SPC PRVI     -   193,078.266   365,603.634   MT  1.00002721   +0 29 19.0
 TV0203;UTM  20      - 1,965,110.864   301,564.736   MT  1.00008686   -0 34 16.5
 TV0203
 TV0203:                Primary Azimuth Mark                     Grid Az
 TV0203:SPC PRVI     -  HAM BLUFF LH                             008 50 44.9
 TV0203:UTM  20      -  HAM BLUFF LH                             009 54 20.4
 TV0203
 TV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0156465110(NAD 83)
 TV0203
 TV0203|---------------------------------------------------------------------|
 TV0203| PID    Reference Object                     Distance      Geod. Az  |
 TV0203|                                                           dddmmss.s |
 TV0203| TV0202 HAM BLUFF LH                        APPROX. 0.5 KM 0092003.9 |
 TV0203| CE4778 HORSE RM 2                                         04536     |
 TV0203| TV0200 SCRATCH                             APPROX. 0.6 KM 0953834.0 |
 TV0203| CE4777 HORSE RM 1                                         10755     |
 TV0203|---------------------------------------------------------------------|
 TV0203
 TV0203                          SUPERSEDED SURVEY CONTROL
 TV0203
 TV0203  NAD 83(1993)-  17 45 51.89417(N)    064 52 18.19161(W) AD(       ) 3
 TV0203  NAD 83(1986)-  17 45 51.87840(N)    064 52 18.17302(W) AD(       ) 3
 TV0203  PR          -  17 45 58.97645(N)    064 52 19.64587(W) AD(       ) 3
 TV0203
 TV0203.Superseded values are not recommended for survey control.
 TV0203
 TV0203.NGS no longer adjusts projects to the PR datum.
 TV0203.See file dsdata.pdf to determine how the superseded data were derived.
 TV0203
 TV0203
 TV0203  HISTORY     - Date     Condition        Report By
 TV0203  HISTORY     - 1919     MONUMENTED       CGS
 TV0203  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0203
 TV0203                          STATION DESCRIPTION
 TV0203
 TV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0203'ON THE FLAT-TOPPED GRASS WESTERN HUMMOCK OF THE RIDGE LYING
 TV0203'BETWEEN SPRING GARDEN GUT AND HAMS BLUFF LIGHT HOUSE.  THIS IS THE
 TV0203'SAME RIDGE THAT STATION CALEDONIA IS ON.  STATION IS IN ABOUT THE
 TV0203'MIDDLE OF THE HILL IN AN E AND W DIRECTION, BUT IS ON THE SOUTHERN
 TV0203'EDGE OF THE TOP.  MARKED BY A STANDARD STATION MARK.
 TV0203'
 TV0203'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0203'IN A DRILL HOLE IN TIP OF SMALL OUTCROP IN CENTER OF TOP OF HILL.
 TV0203'
 TV0203'REFERENCE MARK NO.2 IS A BRASS DISK CEMENTED IN A DRILL HOLE OF
 TV0203'A FLAT-TOPPED OUTCROPPING ROCK ON S SIDE OF HILL 3 FEET BELOW ITS
 TV0203'TOP.  ROCK IS 1.2 METERS BY 0.9 METER.
 TV0203'
 TV0203'TOP OF POLE - 2.70 METERS.
 TV0203
 TV0203                          STATION RECOVERY (1977)
 TV0203
 TV0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0203'STATION DESTROYED DUE TO LEVELING OF HILLTOP.
 TV0203'
 TV0203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.8 MI.
 TV0203'NORTH OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0550 ***********************************************************************
 TV0550  DESIGNATION -  IN 1918
 TV0550  PID         -  TV0550
 TV0550  STATE/COUNTY-  VQ/ST THOMAS
 TV0550  COUNTRY     -  US
 TV0550  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0550
 TV0550                         *CURRENT SURVEY CONTROL
 TV0550  ______________________________________________________________________
 TV0550* NAD 83(1997) POSITION- 18 23 10.43016(N) 064 58 33.62329(W)   ADJUSTED
 TV0550* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0550  ______________________________________________________________________
 TV0550  GEOID HEIGHT    -        -42.380 (meters)                     GEOID18
 TV0550  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 TV0550  HORZ ORDER      -  THIRD
 TV0550
 TV0550.The horizontal coordinates were established by classical geodetic methods
 TV0550.and adjusted by the National Geodetic Survey in May 1997.
 TV0550
 TV0550.The orthometric height was scaled from a topographic map.
 TV0550
 TV0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0550.GEOID18 height accuracy estimate available here.
 TV0550
 TV0550.Click photographs - Photos may exist for this station.
 TV0550
 TV0550.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0550
 TV0550. The following values were computed from the NAD 83(1997) position.
 TV0550
 TV0550;                    North         East     Units Scale Factor Converg.
 TV0550;SPC PRVI     -   261,808.373   353,996.678   MT  0.99999748   +0 27 21.5
 TV0550;UTM  20      - 2,034,053.228   291,241.529   MT  1.00013879   -0 37 24.6
 TV0550
 TV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9124134053(NAD 83)
 TV0550
 TV0550                          SUPERSEDED SURVEY CONTROL
 TV0550
 TV0550  NAD 83(1993)-  18 23 10.43240(N)    064 58 33.63388(W) AD(       ) 3
 TV0550  NAD 83(1986)-  18 23 10.40446(N)    064 58 33.59456(W) AD(       ) 3
 TV0550  PR          -  18 23 17.56562(N)    064 58 35.07163(W) AD(       ) 3
 TV0550
 TV0550.Superseded values are not recommended for survey control.
 TV0550
 TV0550.NGS no longer adjusts projects to the PR datum.
 TV0550.See file dsdata.pdf to determine how the superseded data were derived.
 TV0550
 TV0550_MARKER: Z = SEE DESCRIPTION
 TV0550_SETTING: 0 = UNSPECIFIED SETTING
 TV0550
 TV0550  HISTORY     - Date     Condition        Report By
 TV0550  HISTORY     - 1918     MONUMENTED       CGS
 TV0550  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0550
 TV0550                          STATION DESCRIPTION
 TV0550
 TV0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0550'STATION IS ON THE WESTERNMOST POINT OF INNER BRASS ISLAND, WHICH
 TV0550'LIES OFF THE N SHORE OF ST. THOMAS ISLAND.  THE POINT IS BOLD AND
 TV0550'ROCKY.
 TV0550'
 TV0550'THE STATION IS 2 FEET BACK OF AND 4 FEET ABOVE HIGH WATER LINE.
 TV0550'
 TV0550'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED IN A DRILL
 TV0550'HOLE IN CREVICE OF THE ROCK.
 TV0550'
 TV0550'CENTER OF LIZARD ROCK IS NEARLY ON RANGE WITH HIGHEST PART OF
 TV0550'DUTCHMANS CAP.
 TV0550'
 TV0550'CRICKET ROCK LIES N 70 DEG W MAGNETIC FROM STATION AND A LARGE
 TV0550'ROCK ON BEACH IS S 30 DEG W MAGNETIC FROM STATION.
 TV0550
 TV0550                          STATION RECOVERY (1923)
 TV0550
 TV0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0550'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0083 ***********************************************************************
 TV0083  DESIGNATION -  ISAAC 1919
 TV0083  PID         -  TV0083
 TV0083  STATE/COUNTY-  VQ/ST CROIX
 TV0083  COUNTRY     -  US
 TV0083  USGS QUAD   -  GRASS POINT (2013)
 TV0083
 TV0083                         *CURRENT SURVEY CONTROL
 TV0083  ______________________________________________________________________
 TV0083* NAD 83(1997) POSITION- 17 44 48.50382(N) 064 34 34.06430(W)   ADJUSTED
 TV0083* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0083  ______________________________________________________________________
 TV0083  GEOID HEIGHT    -        -41.278 (meters)                     GEOID18
 TV0083  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 TV0083  HORZ ORDER      -  THIRD
 TV0083
 TV0083.The horizontal coordinates were established by classical geodetic methods
 TV0083.and adjusted by the National Geodetic Survey in May 1997.
 TV0083
 TV0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0083
 TV0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0083.GEOID18 height accuracy estimate available here.
 TV0083
 TV0083.Click photographs - Photos may exist for this station.
 TV0083
 TV0083.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0083
 TV0083. The following values were computed from the NAD 83(1997) position.
 TV0083
 TV0083;                    North         East     Units Scale Factor Converg.
 TV0083;SPC PRVI     -   191,422.010   396,968.466   MT  1.00002975   +0 34 52.0
 TV0083;UTM  20      - 1,962,874.290   332,893.080   MT  0.99994526   -0 28 49.9
 TV0083
 TV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3289362874(NAD 83)
 TV0083
 TV0083                          SUPERSEDED SURVEY CONTROL
 TV0083
 TV0083  NAD 83(1993)-  17 44 48.50227(N)    064 34 34.07503(W) AD(       ) 3
 TV0083  NAD 83(1986)-  17 44 48.49508(N)    064 34 34.04905(W) AD(       ) 3
 TV0083  PR          -  17 44 55.59134(N)    064 34 35.55552(W) AD(       ) 3
 TV0083  LMSL    (07/19/86)   31.5    (m)          103.     (f) VERT ANG       
 TV0083
 TV0083.Superseded values are not recommended for survey control.
 TV0083
 TV0083.NGS no longer adjusts projects to the PR datum.
 TV0083.See file dsdata.pdf to determine how the superseded data were derived.
 TV0083
 TV0083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0083_SETTING: 66 = SET IN ROCK OUTCROP
 TV0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0083+STABILITY: POSITION/ELEVATION WELL
 TV0083
 TV0083  HISTORY     - Date     Condition        Report By
 TV0083  HISTORY     - 1919     MONUMENTED       CGS
 TV0083  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0083  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0083  HISTORY     - 1980     GOOD             NOS
 TV0083  HISTORY     - 1982     GOOD             NOS
 TV0083
 TV0083                          STATION DESCRIPTION
 TV0083
 TV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0083'ON THE POINT BETWEEN ISAAC BAY AND JACK BAY, S SIDE OF THE E END
 TV0083'OF ST. CROIX ISLAND.  THE STATION IS ON THE HIGHEST PART OF THE
 TV0083'HIGH KNOLL FORMING THE E END OF THE POINT.
 TV0083'
 TV0083'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION MARK CEMENTED
 TV0083'IN A CRACK BETWEEN TWO VERTICAL SLABS OF SHALE.  IT IS ABOUT 25
 TV0083'METERS BACK FROM THE CLIFF.  NO OBSERVATIONS WERE MADE ON THE
 TV0083'SIGNAL AND THEREFORE THE GEOGRAPHIC POSITION OF THE STATION WAS
 TV0083'NOT DETERMINED.
 TV0083
 TV0083                          STATION RECOVERY (1921)
 TV0083
 TV0083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0083'STATION FOUND AS DESCRIBED.  INTERSECTION STATION BY THIS PARTY.
 TV0083
 TV0083                          STATION RECOVERY (1975)
 TV0083
 TV0083'RECOVERY NOTE BY US NAVY 1975
 TV0083'STATION WAS RECOVERED AS DESCRIBED.  SURFACE STATION MARK IS A
 TV0083'3-1/2 INCH IN DIAMETER BRONZE USCGS TRIANGULATION
 TV0083'DISK STAMPED ISSAC.  THE AREA SURROUNDING THE STATION IS OVERGROWN
 TV0083'WITH CACTUS AND THORN BUSH.
 TV0083
 TV0083                          STATION RECOVERY (1980)
 TV0083
 TV0083'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0083'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TV0083'
 TV0083'TO REACH FROM THE TURN AROUND AT THE MOST EASTERN END OF ST CROIX
 TV0083'GO WEST ON GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO A FORK
 TV0083'TAKE LEFT FORK AND GO DOWN HILL SOUTHERLY FOR 50 METERS TO A FORK
 TV0083'TAKE RIGHT FORK AND GO SOUTHERLY FOR 0.3 KM (0.2 MI) TO
 TV0083'BEACH AND ETT. PACK SOUTHWESTERLY DOWN BEACH OVER THE FIRST POINT,
 TV0083'POINT CUDEJARRE, AND BACK DOWN TO BEACH ON WEST SIDE OF
 TV0083'POINT CUDEJARRE, WHICH IS THE BEACH OF ISAAC BAY
 TV0083'(NUDE BEACH), PACK WESTERLY ALONG BEACH TO NEXT POINT AND STATION
 TV0083'ON HIGHEST POINT. NOTE, THERE IS A TRAIL UP THIS HILL THAT
 TV0083'PASSES ABOUT 50 FEET SOUTH OF THE STATION.  THE CACTUS AND
 TV0083'STICKER BUSHES WERE CLEARED FROM STATION SITE AT THIS TIME,
 TV0083'BUT ARE EXPECTED TO GROW BACK RAPIDLY. ABOUT A 45 MINUTE
 TV0083'PACK. THIS STATION CAN ALSO BE PACKED FROM THE WEST SIDE AT
 TV0083'HUGHES POINT, BUT NO TIME WOULD BE SAVED AND THIS IS THE MORE
 TV0083'SCENIC OF THE TWO ROUTES. A 4 WHEEL DRIVE IS REQUIRED TO GET TO
 TV0083'THE BEACH.
 TV0083'
 TV0083'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0083
 TV0083                          STATION RECOVERY (1982)
 TV0083
 TV0083'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0083'THE STATION WAS RECOVERED IN GOOD CONDITION. NOTE, THE STICKER
 TV0083'BUSHES THAT GROW AROUND THE STATION WERE CLEARED IN LATE 1980,
 TV0083'AND IN ONE YEAR GREW BACK EVEN TALLER THAN BEFORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0480 ***********************************************************************
 TV0480  DESIGNATION -  ISLE 1918
 TV0480  PID         -  TV0480
 TV0480  STATE/COUNTY-  VQ/ST JOHN
 TV0480  COUNTRY     -  US
 TV0480  USGS QUAD   -  CRUZ BAY (2013)
 TV0480
 TV0480                         *CURRENT SURVEY CONTROL
 TV0480  ______________________________________________________________________
 TV0480* NAD 83(1997) POSITION- 18 21 12.65475(N) 064 47 35.64902(W)   ADJUSTED
 TV0480* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0480  ______________________________________________________________________
 TV0480  GEOID HEIGHT    -        -42.211 (meters)                     GEOID18
 TV0480  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 TV0480  HORZ ORDER      -  THIRD
 TV0480
 TV0480.The horizontal coordinates were established by classical geodetic methods
 TV0480.and adjusted by the National Geodetic Survey in May 1997.
 TV0480
 TV0480.The orthometric height was scaled from a topographic map.
 TV0480
 TV0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0480.GEOID18 height accuracy estimate available here.
 TV0480
 TV0480.Click photographs - Photos may exist for this station.
 TV0480
 TV0480.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0480
 TV0480. The following values were computed from the NAD 83(1997) position.
 TV0480
 TV0480;                    North         East     Units Scale Factor Converg.
 TV0480;SPC PRVI     -   258,350.780   373,342.113   MT  0.99999613   +0 30 47.4
 TV0480;UTM  20      - 2,030,231.691   310,520.251   MT  1.00004387   -0 33 53.4
 TV0480
 TV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1052030231(NAD 83)
 TV0480
 TV0480                          SUPERSEDED SURVEY CONTROL
 TV0480
 TV0480  NAD 83(1993)-  18 21 12.65663(N)    064 47 35.65115(W) AD(       ) 3
 TV0480  NAD 83(1986)-  18 21 12.62205(N)    064 47 35.61498(W) AD(       ) 3
 TV0480  PR          -  18 21 19.78884(N)    064 47 37.11643(W) AD(       ) 3
 TV0480
 TV0480.Superseded values are not recommended for survey control.
 TV0480
 TV0480.NGS no longer adjusts projects to the PR datum.
 TV0480.See file dsdata.pdf to determine how the superseded data were derived.
 TV0480
 TV0480_MARKER: Z = SEE DESCRIPTION
 TV0480_SETTING: 0 = UNSPECIFIED SETTING
 TV0480
 TV0480  HISTORY     - Date     Condition        Report By
 TV0480  HISTORY     - 1918     MONUMENTED       CGS
 TV0480  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0480
 TV0480                          STATION DESCRIPTION
 TV0480
 TV0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0480'STATION IS SITUATED ON THE LARGEST OF THE GRASS COVERED ISLETS
 TV0480'CALLED DURLOE CAYS LYING BETWEEN ST. JOHN ISLAND AND LOVANGO
 TV0480'CAY.  THE STATION IS ON A LARGE BOULDER ON THE HIGHEST PART OF THE
 TV0480'ISLAND.
 TV0480'
 TV0480'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A DRILL
 TV0480'HOLE IN THE BOULDER.
 TV0480'
 TV0480'REFERENCE MARK NO.1 IS A REGULATION BRASS DISK CEMENTED INTO
 TV0480'A DEPRESSION OF A LARGE BOULDER TO THE EASTWARD.  IT BEARS S 73 DEG
 TV0480'E AND IS DISTANT 14.27 METERS.
 TV0480
 TV0480                          STATION RECOVERY (1975)
 TV0480
 TV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0480'STATION AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.  ORIGINAL
 TV0480'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0084 ***********************************************************************
 TV0084  DESIGNATION -  JACK 1919
 TV0084  PID         -  TV0084
 TV0084  STATE/COUNTY-  VQ/ST CROIX
 TV0084  COUNTRY     -  US
 TV0084  USGS QUAD   -  GRASS POINT (2013)
 TV0084
 TV0084                         *CURRENT SURVEY CONTROL
 TV0084  ______________________________________________________________________
 TV0084* NAD 83(1997) POSITION- 17 44 42.06567(N) 064 35 08.34386(W)   ADJUSTED
 TV0084* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0084  ______________________________________________________________________
 TV0084  GEOID HEIGHT    -        -41.254 (meters)                     GEOID18
 TV0084  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 TV0084  HORZ ORDER      -  THIRD
 TV0084
 TV0084.The horizontal coordinates were established by classical geodetic methods
 TV0084.and adjusted by the National Geodetic Survey in May 1997.
 TV0084
 TV0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0084
 TV0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0084.GEOID18 height accuracy estimate available here.
 TV0084
 TV0084.Click photographs - Photos may exist for this station.
 TV0084
 TV0084.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0084
 TV0084. The following values were computed from the NAD 83(1997) position.
 TV0084
 TV0084;                    North         East     Units Scale Factor Converg.
 TV0084;SPC PRVI     -   191,213.865   395,960.617   MT  1.00003002   +0 34 41.2
 TV0084;UTM  20      - 1,962,684.869   331,881.632   MT  0.99994945   -0 29 00.2
 TV0084
 TV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3188162684(NAD 83)
 TV0084
 TV0084                          SUPERSEDED SURVEY CONTROL
 TV0084
 TV0084  NAD 83(1993)-  17 44 42.06394(N)    064 35 08.35405(W) AD(       ) 3
 TV0084  NAD 83(1986)-  17 44 42.05609(N)    064 35 08.32796(W) AD(       ) 3
 TV0084  NAD 83(1986)-  17 44 42.05833(N)    064 35 08.32468(W) AD(       ) 3
 TV0084  PR          -  17 44 49.15364(N)    064 35 09.82777(W) AD(       ) 3
 TV0084  LMSL    (05/31/90)   12.3    (m)           40.     (f) VERT ANG       
 TV0084
 TV0084.Superseded values are not recommended for survey control.
 TV0084
 TV0084.NGS no longer adjusts projects to the PR datum.
 TV0084.See file dsdata.pdf to determine how the superseded data were derived.
 TV0084
 TV0084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0084_SETTING: 80 = SET IN A BOULDER
 TV0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0084+STABILITY: SURFACE MOTION
 TV0084
 TV0084  HISTORY     - Date     Condition        Report By
 TV0084  HISTORY     - 1919     MONUMENTED       CGS
 TV0084  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0084  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0084  HISTORY     - 1980     GOOD             NOS
 TV0084  HISTORY     - 1982     GOOD             NOS
 TV0084
 TV0084                          STATION DESCRIPTION
 TV0084
 TV0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0084'ON THE POINT BETWEEN JACK BAY AND GRAPE TREE BAY, S SIDE OF
 TV0084'ST. CROIX, NEAR ITS E END.  THE STATION IS ABOUT 5 METERS BACK OF
 TV0084'THE CLIFF.
 TV0084'
 TV0084'STATION MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0084'INTO A DRILL HOLE IN A BOULDER.  NO ANGLES MEASURED ON THE SIGNAL.
 TV0084'
 TV0084'BANNER ON 2 BY 4 POLE ERECTED OVER THE STATION.
 TV0084
 TV0084                          STATION RECOVERY (1921)
 TV0084
 TV0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0084'STATION FOUND AS DESCRIBED.  INTERSECTION STATION BY THIS PARTY.
 TV0084
 TV0084                          STATION RECOVERY (1975)
 TV0084
 TV0084'RECOVERY NOTE BY US NAVY 1975
 TV0084'STATION WAS RECOVERED AS DESCRIBED.  SURFACE STATION MARK IS A
 TV0084'3-1/2 INCH IN DIAMETER, BRONZE USCGS TRIANGULATION DISK STAMPED
 TV0084'JACK.
 TV0084
 TV0084                          STATION RECOVERY (1980)
 TV0084
 TV0084'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0084'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS
 TV0084'LOCATED IN THE SOUTHEAST CORNER OF THE YARD OF THE MOST
 TV0084'SOUTHEASTERLY HOUSE OF GRAPETREE BAY RESORT, UNDER SOME
 TV0084'SEA GRAPE BUSHES.
 TV0084
 TV0084                          STATION RECOVERY (1982)
 TV0084
 TV0084'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0084'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TV0084'1980. THE STATION IS ON PROPERTY OWNED BYDR. JEROME URBAN,
 TV0084'ST CROIX 809 773 2152,,NEW YORK 212 744 1766.
 TV0084'WHEN NOT IN ST CROIX SOMEONE ELSE MAY BE STAYING IN THE HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3595 ***********************************************************************
 DL3595  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3595  DESIGNATION -  JACOB
 DL3595  PID         -  DL3595
 DL3595  STATE/COUNTY-  VQ/ST JOHN
 DL3595  COUNTRY     -  US
 DL3595  USGS QUAD   -  CRUZ BAY (2013)
 DL3595
 DL3595                         *CURRENT SURVEY CONTROL
 DL3595  ______________________________________________________________________
 DL3595* NAD 83(1986) POSITION- 18 19 57.13   (N) 064 47 35.80   (W)   HD_HELD1
 DL3595* VIVD09  ORTHO HEIGHT -     0.809 (meters)        2.65  (feet) ADJUSTED
 DL3595  ______________________________________________________________________
 DL3595  GEOID HEIGHT    -        -42.185 (meters)                     GEOID18
 DL3595  VERT ORDER      -  FIRST     CLASS II
 DL3595
 DL3595.The horizontal coordinates were determined by differentially corrected
 DL3595.hand held GPS observations or other comparable positioning techniques
 DL3595.and have an estimated accuracy of +/- 3 meters.
 DL3595
 DL3595.The orthometric height was determined by differential leveling and
 DL3595.adjusted by the NATIONAL GEODETIC SURVEY
 DL3595.in April 2012.
 DL3595
 DL3595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3595.GEOID18 height accuracy estimate available here.
 DL3595
 DL3595.This Tidal Bench Mark is designated as VM 23547
 DL3595.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3595
 DL3595.Click photographs - Photos may exist for this station.
 DL3595
 DL3595;                    North         East    Units  Estimated Accuracy
 DL3595;SPC PRVI     -   256,028.8     373,358.5     MT  (+/- 3 meters HH1 GPS) 
 DL3595
 DL3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1049227909(NAD 83)
 DL3595
 DL3595                          SUPERSEDED SURVEY CONTROL
 DL3595
 DL3595.No superseded survey control is available for this station.
 DL3595
 DL3595_MARKER: DH = HORIZONTAL CONTROL DISK
 DL3595_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3595_SP_SET: SEAWALL
 DL3595_STAMPING: JACOB 2007
 DL3595_MARK LOGO: NGS
 DL3595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3595+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3595
 DL3595  HISTORY     - Date     Condition        Report By
 DL3595  HISTORY     - 20070715 MONUMENTED       NGS
 DL3595  HISTORY     - 20080415 GOOD             NGS
 DL3595
 DL3595                          STATION DESCRIPTION
 DL3595
 DL3595'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3595'THE STATION IS LOCATED IN CRUZ BAY, AT THE VIRGIN ISLANDS NATIONAL
 DL3595'PARK SERVICE VISITORS CENTER, ABOUT 45 M (147.6 FT) SOUTH-SOUTHEAST
 DL3595'FROM THE SOUTHEAST CORNER OF THE VISITORS CENTER BUILDING.
 DL3595'OWNERSHIP--NATIONAL PARK SERVICE, 1300 CRUZ BAY CREEK, ST JOHN, VI
 DL3595'00830, PHONE 340-776-6201.
 DL3595'
 DL3595'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A SEAWALL.
 DL3595'
 DL3595'IT IS LOCATED 15.2 M (49.9 FT) NORTH FROM STATION 975 1472 1, 12.4 M
 DL3595'(40.7 FT) SOUTH FROM STATION 975 1472 2, 9.25 M (30.3 FT)
 DL3595'WEST-SOUTHWEST FROM A FLAGPOLE, 8.75 M (28.7 FT) WEST FROM THE
 DL3595'SOUTHWEST CORNER OF THE BASE FOR THE VIRGIN ISLANDS NATIONAL PARK SIGN
 DL3595'AND 8.6 M (28.2 FT) SOUTH FROM THE SOUTH EDGE OF A CONCRETE DOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0489 ***********************************************************************
 TV0489  DESIGNATION -  JAMES
 TV0489  PID         -  TV0489
 TV0489  STATE/COUNTY-  VQ/ST THOMAS
 TV0489  COUNTRY     -  US
 TV0489  USGS QUAD   -  CRUZ BAY (2013)
 TV0489
 TV0489                         *CURRENT SURVEY CONTROL
 TV0489  ______________________________________________________________________
 TV0489* NAD 83(1997) POSITION- 18 17 59.19203(N) 064 49 35.51041(W)   ADJUSTED
 TV0489* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0489  ______________________________________________________________________
 TV0489  GEOID HEIGHT    -        -42.221 (meters)                     GEOID18
 TV0489  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 TV0489  HORZ ORDER      -  THIRD
 TV0489
 TV0489.The horizontal coordinates were established by classical geodetic methods
 TV0489.and adjusted by the National Geodetic Survey in May 1997.
 TV0489
 TV0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0489
 TV0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0489.GEOID18 height accuracy estimate available here.
 TV0489
 TV0489.Click photographs - Photos may exist for this station.
 TV0489
 TV0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0489
 TV0489. The following values were computed from the NAD 83(1997) position.
 TV0489
 TV0489;                    North         East     Units Scale Factor Converg.
 TV0489;SPC PRVI     -   252,371.713   369,875.461   MT  0.99999461   +0 30 09.9
 TV0489;UTM  20      - 2,024,318.516   306,941.602   MT  1.00006080   -0 34 25.3
 TV0489
 TV0489:                Primary Azimuth Mark                     Grid Az
 TV0489:SPC PRVI     -  BUCK BUCK IS LH                          250 38 05.4
 TV0489:UTM  20      -  BUCK BUCK IS LH                          251 42 40.6
 TV0489
 TV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0694124318(NAD 83)
 TV0489
 TV0489|---------------------------------------------------------------------|
 TV0489| PID    Reference Object                     Distance      Geod. Az  |
 TV0489|                                                           dddmmss.s |
 TV0489| TV0479 MARIA                               APPROX. 4.1 KM 0654644.2 |
 TV0489| TV0475 REND                                APPROX. 5.0 KM 0741822.0 |
 TV0489| CE4799 JAMES RM 2                                         16908     |
 TV0489| TV0508 BUCK BUCK IS LH                     APPROX. 7.4 KM 2510815.3 |
 TV0489| CE4798 JAMES RM 1                                         27241     |
 TV0489|---------------------------------------------------------------------|
 TV0489
 TV0489                          SUPERSEDED SURVEY CONTROL
 TV0489
 TV0489  NAD 83(1993)-  18 17 59.19175(N)    064 49 35.51318(W) AD(       ) 3
 TV0489  NAD 83(1986)-  18 17 59.15876(N)    064 49 35.47757(W) AD(       ) 3
 TV0489  PR          -  18 18 06.32213(N)    064 49 36.97556(W) AD(       ) 3
 TV0489  LMSL    (07/19/86)   44.2    (m)          145.     (f) VERT ANG       
 TV0489
 TV0489.Superseded values are not recommended for survey control.
 TV0489
 TV0489.NGS no longer adjusts projects to the PR datum.
 TV0489.See file dsdata.pdf to determine how the superseded data were derived.
 TV0489
 TV0489_MARKER: DS = TRIANGULATION STATION DISK
 TV0489_SETTING: 66 = SET IN ROCK OUTCROP
 TV0489
 TV0489  HISTORY     - Date     Condition        Report By
 TV0489  HISTORY     - 1918     MONUMENTED       CGS
 TV0489  HISTORY     - 1973     GOOD             NGS
 TV0489  HISTORY     - 1977     GOOD             NGS
 TV0489
 TV0489                          STATION DESCRIPTION
 TV0489
 TV0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0489'THE STATION IS ON THE HIGHEST KNOLL OF LITTLE ST. JAMES
 TV0489'ISLAND.  THIS ISLAND IS OFF THE EASTERN END OF ST. THOMAS ISLAND.
 TV0489'
 TV0489'THE KNOLL IS COVERED WITH SHORT GRASS.
 TV0489'
 TV0489'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK,
 TV0489'CEMENTED IN THE OUTCROP ON THE TOP OF THE KNOLL.
 TV0489'
 TV0489'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRASS DISKS CEMENTED
 TV0489'IN THE OUTCROP.
 TV0489'
 TV0489'REFERENCE MARK NO.1 BEARS N 87 DEG 19 MIN W (TRUE).
 TV0489'
 TV0489'REFERENCE MARK NO.2 BEARS S 10 DEG 32 MIN E (TRUE).
 TV0489
 TV0489                          STATION RECOVERY (1973)
 TV0489
 TV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0489'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 TV0489'1918 DESCRIPTION BY O.W.S. IS ADEQUATE FOR FUTURE RECOVERY.
 TV0489'
 TV0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILE S.W. OF
 TV0489'COWPET BAY VILLAS, ST. THOMAS.
 TV0489
 TV0489                          STATION RECOVERY (1977)
 TV0489
 TV0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0489'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 TV0489'DESCRIBED.  THE STATION IS BEST REACHED BY BOAT (WATER TAXI IN
 TV0489'REDHOOK BAY) TO THE ROCKY COVE ON THE SOUTH SIDE OF LITTLE ST.
 TV0489'JAMES IS. FROM THERE IT IS A STEEP BUT SHORT PACK TO THE STATION,
 TV0489'WITHIN SIGHT.  IF ROUGH SEA MAKES A SOUTH LANDING DANGEROUS,
 TV0489'LAND ON THE NORTH OR WEST SIDE AND PACK UP TO STATION.  A
 TV0489'MACHETE IS USEFUL.  ABOUT A 20 MINUTE PACK.
 TV0489'
 TV0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON LITTLE ST. JAMES
 TV0489'IS., ABT. 2 MILES SE OF REDHOOK BAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0122 ***********************************************************************
 TV0122  DESIGNATION -  JERUSALEM MILL
 TV0122  PID         -  TV0122
 TV0122  STATE/COUNTY-  VQ/ST CROIX
 TV0122  COUNTRY     -  US
 TV0122  USGS QUAD   -  LONG POINT (2013)
 TV0122
 TV0122                         *CURRENT SURVEY CONTROL
 TV0122  ______________________________________________________________________
 TV0122* NAD 83(1997) POSITION- 17 42 48.11069(N) 064 45 01.32308(W)   ADJUSTED
 TV0122  ______________________________________________________________________
 TV0122  GEOID HEIGHT    -        -41.261 (meters)                     GEOID18
 TV0122  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 TV0122  HORZ ORDER      -  THIRD
 TV0122
 TV0122.The horizontal coordinates were established by classical geodetic methods
 TV0122.and adjusted by the National Geodetic Survey in May 1997.
 TV0122
 TV0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0122.GEOID18 height accuracy estimate available here.
 TV0122
 TV0122.Click photographs - Photos may exist for this station.
 TV0122
 TV0122.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0122
 TV0122. The following values were computed from the NAD 83(1997) position.
 TV0122
 TV0122;                    North         East     Units Scale Factor Converg.
 TV0122;SPC PRVI     -   187,542.091   378,523.912   MT  1.00003484   +0 31 35.7
 TV0122;UTM  20      - 1,959,336.571   314,380.754   MT  1.00002600   -0 31 57.8
 TV0122
 TV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1438059336(NAD 83)
 TV0122
 TV0122                          SUPERSEDED SURVEY CONTROL
 TV0122
 TV0122  NAD 83(1993)-  17 42 48.10895(N)    064 45 01.33286(W) AD(       ) 3
 TV0122  NAD 83(1986)-  17 42 48.09237(N)    064 45 01.30961(W) AD(       ) 3
 TV0122  PR          -  17 42 55.18522(N)    064 45 02.78823(W) AD(       ) 3
 TV0122
 TV0122.Superseded values are not recommended for survey control.
 TV0122
 TV0122.NGS no longer adjusts projects to the PR datum.
 TV0122.See file dsdata.pdf to determine how the superseded data were derived.
 TV0122
 TV0122
 TV0122  HISTORY     - Date     Condition        Report By
 TV0122  HISTORY     - UNK      MONUMENTED
 TV0122  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0122
 TV0122                          STATION DESCRIPTION
 TV0122
 TV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0122'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0452 ***********************************************************************
 TV0452  DESIGNATION -  JEWEL
 TV0452  PID         -  TV0452
 TV0452  STATE/COUNTY-  VQ/ST JOHN
 TV0452  COUNTRY     -  US
 TV0452  USGS QUAD   -  CORAL BAY (2013)
 TV0452
 TV0452                         *CURRENT SURVEY CONTROL
 TV0452  ______________________________________________________________________
 TV0452* NAD 83(1997) POSITION- 18 22 01.41915(N) 064 43 22.59604(W)   ADJUSTED
 TV0452* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0452  ______________________________________________________________________
 TV0452  GEOID HEIGHT    -        -42.244 (meters)                     GEOID18
 TV0452  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 TV0452  HORZ ORDER      -  THIRD
 TV0452
 TV0452.The horizontal coordinates were established by classical geodetic methods
 TV0452.and adjusted by the National Geodetic Survey in May 1997.
 TV0452
 TV0452.The orthometric height was scaled from a topographic map.
 TV0452
 TV0452.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0452.GEOID18 height accuracy estimate available here.
 TV0452
 TV0452.Click photographs - Photos may exist for this station.
 TV0452
 TV0452.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0452
 TV0452. The following values were computed from the NAD 83(1997) position.
 TV0452
 TV0452;                    North         East     Units Scale Factor Converg.
 TV0452;SPC PRVI     -   259,917.970   380,757.120   MT  0.99999665   +0 32 06.6
 TV0452;UTM  20      - 2,031,659.131   317,963.658   MT  1.00000968   -0 32 35.0
 TV0452
 TV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1796331659(NAD 83)
 TV0452
 TV0452                          SUPERSEDED SURVEY CONTROL
 TV0452
 TV0452  NAD 83(1993)-  18 22 01.42139(N)    064 43 22.59714(W) AD(       ) 3
 TV0452  NAD 83(1986)-  18 22 01.38549(N)    064 43 22.56211(W) AD(       ) 3
 TV0452  PR          -  18 22 08.55363(N)    064 43 24.07123(W) AD(       ) 3
 TV0452
 TV0452.Superseded values are not recommended for survey control.
 TV0452
 TV0452.NGS no longer adjusts projects to the PR datum.
 TV0452.See file dsdata.pdf to determine how the superseded data were derived.
 TV0452
 TV0452_MARKER: DS = TRIANGULATION STATION DISK
 TV0452_SETTING: 66 = SET IN ROCK OUTCROP
 TV0452_MARK LOGO: CGS
 TV0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0452+STABILITY: POSITION/ELEVATION WELL
 TV0452
 TV0452  HISTORY     - Date     Condition        Report By
 TV0452  HISTORY     - 1918     MONUMENTED       CGS
 TV0452  HISTORY     - 1926     GOOD             CGS
 TV0452  HISTORY     - 20220725 GOOD             INDIV
 TV0452
 TV0452                          STATION DESCRIPTION
 TV0452
 TV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0452'STATION IS A REGULATION TRIANGULATION DISK CEMENTED IN
 TV0452'BEDROCK LOCATED ON THE HIGHEST POINT OF THE GRASSY CAY.
 TV0452'
 TV0452'ELEVATION BY TOPOGRAPHY - 30 FEET.
 TV0452
 TV0452                          STATION RECOVERY (1926)
 TV0452
 TV0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0452'STATION WAS FOUND AS DESCRIBED.
 TV0452
 TV0452                          STATION RECOVERY (2022)
 TV0452
 TV0452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (SEB)
 TV0452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0075 ***********************************************************************
 TV0075  DESIGNATION -  JUDITH
 TV0075  PID         -  TV0075
 TV0075  STATE/COUNTY-  VQ/ST CROIX
 TV0075  COUNTRY     -  US
 TV0075  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0075
 TV0075                         *CURRENT SURVEY CONTROL
 TV0075  ______________________________________________________________________
 TV0075* NAD 83(1997) POSITION- 17 46 09.31716(N) 064 44 18.78758(W)   ADJUSTED
 TV0075  ______________________________________________________________________
 TV0075  GEOID HEIGHT    -        -41.656 (meters)                     GEOID18
 TV0075  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 TV0075  HORZ ORDER      -  THIRD
 TV0075
 TV0075.The horizontal coordinates were established by classical geodetic methods
 TV0075.and adjusted by the National Geodetic Survey in May 1997.
 TV0075
 TV0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0075.GEOID18 height accuracy estimate available here.
 TV0075
 TV0075.Click photographs - Photos may exist for this station.
 TV0075
 TV0075.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0075
 TV0075. The following values were computed from the NAD 83(1997) position.
 TV0075
 TV0075;                    North         East     Units Scale Factor Converg.
 TV0075;SPC PRVI     -   193,739.413   379,719.969   MT  1.00002653   +0 31 49.0
 TV0075;UTM  20      - 1,965,510.656   315,691.259   MT  1.00002000   -0 31 50.6
 TV0075
 TV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1569165510(NAD 83)
 TV0075
 TV0075                          SUPERSEDED SURVEY CONTROL
 TV0075
 TV0075  NAD 83(1993)-  17 46 09.31555(N)    064 44 18.79746(W) AD(       ) 3
 TV0075  NAD 83(1986)-  17 46 09.30162(N)    064 44 18.77436(W) AD(       ) 3
 TV0075  PR          -  17 46 16.40112(N)    064 44 20.25461(W) AD(       ) 3
 TV0075
 TV0075.Superseded values are not recommended for survey control.
 TV0075
 TV0075.NGS no longer adjusts projects to the PR datum.
 TV0075.See file dsdata.pdf to determine how the superseded data were derived.
 TV0075
 TV0075_MARKER: Z = SEE DESCRIPTION
 TV0075_SETTING: 0 = UNSPECIFIED SETTING
 TV0075
 TV0075  HISTORY     - Date     Condition        Report By
 TV0075  HISTORY     - 1919     MONUMENTED       CGS
 TV0075
 TV0075                          STATION DESCRIPTION
 TV0075
 TV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0075'STATION IS ON THE PROMINENT HILL E OF JUDITH FANCY ESTATE
 TV0075'HOUSE AND NW OF GREAT PRINCESS ESTATE HOUSES.  THE HILL RISES
 TV0075'FROM THE SHORE.
 TV0075'
 TV0075'MARKED BY A STANDARD BRASS DISK CEMENTED IN DEPRESSION OF
 TV0075'SMALL OUTCROPPING SHALE ROCK ON THE EASTERN END OF THE HILLTOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0076 ***********************************************************************
 TV0076  DESIGNATION -  JUDITH FANCY CHIMNEY
 TV0076  PID         -  TV0076
 TV0076  STATE/COUNTY-  VQ/ST CROIX
 TV0076  COUNTRY     -  US
 TV0076  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0076
 TV0076                         *CURRENT SURVEY CONTROL
 TV0076  ______________________________________________________________________
 TV0076* NAD 83(1997) POSITION- 17 46 29.96119(N) 064 44 39.64904(W)   ADJUSTED
 TV0076  ______________________________________________________________________
 TV0076  GEOID HEIGHT    -        -41.758 (meters)                     GEOID18
 TV0076  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 TV0076  HORZ ORDER      -  THIRD
 TV0076
 TV0076.The horizontal coordinates were established by classical geodetic methods
 TV0076.and adjusted by the National Geodetic Survey in May 1997.
 TV0076
 TV0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0076.GEOID18 height accuracy estimate available here.
 TV0076
 TV0076.Click photographs - Photos may exist for this station.
 TV0076
 TV0076.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0076
 TV0076. The following values were computed from the NAD 83(1997) position.
 TV0076
 TV0076;                    North         East     Units Scale Factor Converg.
 TV0076;SPC PRVI     -   194,368.402   379,099.628   MT  1.00002573   +0 31 42.5
 TV0076;UTM  20      - 1,966,151.022   315,082.675   MT  1.00002278   -0 31 57.6
 TV0076
 TV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1508266151(NAD 83)
 TV0076
 TV0076                          SUPERSEDED SURVEY CONTROL
 TV0076
 TV0076  NAD 83(1993)-  17 46 29.95956(N)    064 44 39.65892(W) AD(       ) 3
 TV0076  NAD 83(1986)-  17 46 29.94587(N)    064 44 39.63608(W) AD(       ) 3
 TV0076  PR          -  17 46 37.04606(N)    064 44 41.11588(W) AD(       ) 3
 TV0076
 TV0076.Superseded values are not recommended for survey control.
 TV0076
 TV0076.NGS no longer adjusts projects to the PR datum.
 TV0076.See file dsdata.pdf to determine how the superseded data were derived.
 TV0076
 TV0076_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0076
 TV0076  HISTORY     - Date     Condition        Report By
 TV0076  HISTORY     - UNK      MONUMENTED
 TV0076  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0076  HISTORY     - 1980     GOOD             NOS
 TV0076
 TV0076                          STATION DESCRIPTION
 TV0076
 TV0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0076'STATION IS IN PLACE.
 TV0076
 TV0076                          STATION RECOVERY (1980)
 TV0076
 TV0076'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0076'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0039 ***********************************************************************
 TV0039  DESIGNATION -  KID
 TV0039  PID         -  TV0039
 TV0039  STATE/COUNTY-  VQ/ST CROIX
 TV0039  COUNTRY     -  US
 TV0039  USGS QUAD   -  BUCK ISLAND (2013)
 TV0039
 TV0039                         *CURRENT SURVEY CONTROL
 TV0039  ______________________________________________________________________
 TV0039* NAD 83(1997) POSITION- 17 45 21.81728(N) 064 34 00.86261(W)   ADJUSTED
 TV0039* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0039  ______________________________________________________________________
 TV0039  GEOID HEIGHT    -        -41.310 (meters)                     GEOID18
 TV0039  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 TV0039  HORZ ORDER      -  THIRD
 TV0039
 TV0039.The horizontal coordinates were established by classical geodetic methods
 TV0039.and adjusted by the National Geodetic Survey in May 1997.
 TV0039
 TV0039.The orthometric height was scaled from a topographic map.
 TV0039
 TV0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0039.GEOID18 height accuracy estimate available here.
 TV0039
 TV0039.Click photographs - Photos may exist for this station.
 TV0039
 TV0039.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0039
 TV0039. The following values were computed from the NAD 83(1997) position.
 TV0039
 TV0039;                    North         East     Units Scale Factor Converg.
 TV0039;SPC PRVI     -   192,456.112   397,936.119   MT  1.00002840   +0 35 02.3
 TV0039;UTM  20      - 1,963,890.197   333,879.645   MT  0.99994120   -0 28 40.7
 TV0039
 TV0039:                Primary Azimuth Mark                     Grid Az
 TV0039:SPC PRVI     -  GOAT 1919                                252 53 30.4
 TV0039:UTM  20      -  GOAT 1919                                253 57 13.4
 TV0039
 TV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3387963890(NAD 83)
 TV0039
 TV0039|---------------------------------------------------------------------|
 TV0039| PID    Reference Object                     Distance      Geod. Az  |
 TV0039|                                                           dddmmss.s |
 TV0039| CE4815 KID RM 2                                           04654     |
 TV0039| TV0041 GOAT 1919                           APPROX. 1.2 KM 2532832.7 |
 TV0039| CE4814 KID RM 1                                           30237     |
 TV0039|---------------------------------------------------------------------|
 TV0039
 TV0039                          SUPERSEDED SURVEY CONTROL
 TV0039
 TV0039  NAD 83(1993)-  17 45 21.81527(N)    064 34 00.87224(W) AD(       ) 3
 TV0039  NAD 83(1986)-  17 45 21.80873(N)    064 34 00.84550(W) AD(       ) 3
 TV0039  PR          -  17 45 28.90182(N)    064 34 02.35625(W) AD(       ) 3
 TV0039
 TV0039.Superseded values are not recommended for survey control.
 TV0039
 TV0039.NGS no longer adjusts projects to the PR datum.
 TV0039.See file dsdata.pdf to determine how the superseded data were derived.
 TV0039
 TV0039_MARKER: Z = SEE DESCRIPTION
 TV0039_SETTING: 0 = UNSPECIFIED SETTING
 TV0039
 TV0039  HISTORY     - Date     Condition        Report By
 TV0039  HISTORY     - 1919     MONUMENTED       CGS
 TV0039  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0039  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0039  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0039  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0039
 TV0039                          STATION DESCRIPTION
 TV0039
 TV0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0039'STATION WAS MARKED BY REGULAR BRASS TRIANGULATION DISK
 TV0039'CEMENTED IN CREVICE OF ROCK ABOUT 4 INCHES ABOVE GROUND ON THE
 TV0039'E SHOULDER OF THE RIDGE RUNNING FROM GOAT HILL.  IT OVERLOOKS
 TV0039'THE EXTREME EASTERLY POINT OF ST. CROIX, AND IS ABOUT 100
 TV0039'METERS W OF THE POINT AND 225 FEET ABOVE SEA LEVEL.
 TV0039'
 TV0039'SIGNAL WAS ERECTED BUT NO ANGLES MEASURED TO IT.
 TV0039
 TV0039                          STATION RECOVERY (1921)
 TV0039
 TV0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0039'STATION WAS FOUND AS DESCRIBED.
 TV0039'
 TV0039'STATION OCCUPIED BY THIS PARTY.
 TV0039
 TV0039                          STATION RECOVERY (1925)
 TV0039
 TV0039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0039'STATION FOUND AS DESCRIBED.
 TV0039
 TV0039                          STATION RECOVERY (1975)
 TV0039
 TV0039'RECOVERY NOTE BY US NAVY 1975
 TV0039'STATION WAS SEARCHED FOR, BUT NOT FOUND.
 TV0039'
 TV0039'NAVOCEANO ESTABLISHED STATION BART 1975 IN THE IMMEDIATE
 TV0039'AREA OF THE PRESUMED LOCATION OF KID.  STATION BART IS
 TV0039'MARKED WITH A 3-1/2 INCH DIAMETER U.S. NAVAL OCEANOGRAPHIC
 TV0039'OFFICE BRONZE DISK TRIANGULATION MARKER STAMPED BART
 TV0039'1975.  TWO U.S. NAVAL OCEANOGRAPHIC OFFICE BRONZE DISK
 TV0039'REFERENCE MARKS WERE SET FOR BART.
 TV0039
 TV0039                          STATION RECOVERY (1977)
 TV0039
 TV0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0039'THE STATION MARK WAS NOT RECOVERED AND IS BELIEVED DESTROYED DUE TO
 TV0039'WIDENING OF THE ROAD.
 TV0039'
 TV0039'A U.S. NAVY OCEANOGRAPHIC STATION, BART 1975, AND TWO REFERENCE MARKS
 TV0039'ARE ESTABLISHED NEAR THE OLD STATION SITE INSIDE THE ROAD LOOP.
 TV0039'BART WAS OCCUPIED AT THIS TIME.
 TV0039'
 TV0039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9.5 MILES
 TV0039'EAST OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DI2146 ***********************************************************************
 DI2146  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2146  DESIGNATION -  KINGSHILL CORS ARP
 DI2146  CORS_ID     -  VIKH
 DI2146  PID         -  DI2146
 DI2146  STATE/COUNTY-  VQ/ST CROIX
 DI2146  COUNTRY     -  US
 DI2146  USGS QUAD   -  LONG POINT (2013)
 DI2146
 DI2146                         *CURRENT SURVEY CONTROL
 DI2146  ______________________________________________________________________
 DI2146* NAD 83(2011) POSITION- 17 42 58.24483(N) 064 47 53.25457(W)   ADJUSTED
 DI2146* NAD 83(2011) ELLIP HT-    -4.410 (meters)        (04/??/26)   ADJUSTED
 DI2146* NAD 83(2011) EPOCH   -  2010.00
 DI2146  ______________________________________________________________________
 DI2146  GEOID HEIGHT    -        -41.360 (meters)                     GEOID18
 DI2146  NAD 83(2011) X  -  2,587,869.420 (meters)                     COMP
 DI2146  NAD 83(2011) Y  - -5,499,035.660 (meters)                     COMP
 DI2146  NAD 83(2011) Z  -  1,928,483.723 (meters)                     COMP
 DI2146
 DI2146.Formal positional accuracy estimates are not available for this CORS
 DI2146.because its coordinates were determined in part using modeled velocities.
 DI2146.A time-series residual plot is available that shows daily coordinate
 DI2146.variations relative to the published coordinates and modeled velocities.
 DI2146.Large residuals may indicate a potential error in the modeled velocities.
 DI2146
 DI2146.Residual plot at:
 DI2146.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=VIKH.
 DI2146
 DI2146.The coordinates were established by GPS observations
 DI2146.and adjusted by the National Geodetic Survey in April 2026.
 DI2146
 DI2146.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2146.been affixed to the stable North American Tectonic Plate. 
 DI2146
 DI2146.The coordinates are valid at the epoch date displayed above
 DI2146.which is a decimal equivalence of Year/Month/Day.
 DI2146
 DI2146.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2146.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2146.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2146.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2146.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2146.published epoch of 2010.00.
 DI2146
 DI2146.Additional information on MYCS is available at:
 DI2146.https://geodesy.noaa.gov/CORS/index.shtml
 DI2146
 DI2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2146.GEOID18 height accuracy estimate available here.
 DI2146
 DI2146.The PID for the CORS L1 Phase Center is DR4822.
 DI2146
 DI2146.Click photographs - Photos may exist for this station.
 DI2146
 DI2146.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2146
 DI2146.The ellipsoidal height was determined by GPS observations
 DI2146.and is referenced to NAD 83.
 DI2146
 DI2146. The following values were computed from the NAD 83(2011) position.
 DI2146
 DI2146;                    North         East     Units Scale Factor Converg.
 DI2146;SPC PRVI     -   187,807.750   373,455.163   MT  1.00003440   +0 30 41.9
 DI2146;UTM  20      - 1,959,695.878   309,317.766   MT  1.00004956   -0 32 50.4
 DI2146
 DI2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2146!SPC PRVI     -   1.00000069  x   1.00003440  =   1.00003509
 DI2146!UTM  20      -   1.00000069  x   1.00004956  =   1.00005025
 DI2146
 DI2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0931759695(NAD 83)
 DI2146
 DI2146                          SUPERSEDED SURVEY CONTROL
 DI2146
 DI2146  NAD 83(2011)-  17 42 58.24481(N)    064 47 53.25458(W) AD(2010.00) c
 DI2146  ELLIP H (09/??/25)   -4.392  (m)                       GP(2010.00) c c
 DI2146  NAD 83(2011)-  17 42 58.24481(N)    064 47 53.25458(W) AD(2010.00) c
 DI2146  ELLIP H (04/??/25)   -4.413  (m)                       GP(2010.00) c c
 DI2146  NAD 83(2011)-  17 42 58.24480(N)    064 47 53.25446(W) AD(2010.00) c
 DI2146  ELLIP H (07/??/22)   -4.396  (m)                       GP(2010.00) c c
 DI2146  NAD 83(2011)-  17 42 58.24479(N)    064 47 53.25447(W) AD(2010.00) c
 DI2146  ELLIP H (06/??/19)   -4.412  (m)                       GP(2010.00) c c
 DI2146  NAD 83(2011)-  17 42 58.24474(N)    064 47 53.25443(W) AD(2010.00) c
 DI2146  ELLIP H (08/??/11)   -4.412  (m)                       GP(2010.00) c c
 DI2146  NAD 83(CORS)-  17 42 58.24381(N)    064 47 53.25994(W) AD(2002.00) c
 DI2146  ELLIP H (10/??/06)   -4.424  (m)                       GP(2002.00) c c
 DI2146
 DI2146.Superseded values are not recommended for survey control.
 DI2146
 DI2146.NGS no longer adjusts projects to the PR datum.
 DI2146.See file dsdata.pdf to determine how the superseded data were derived.
 DI2146
 DI2146_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2146
 DI2146                          STATION DESCRIPTION
 DI2146
 DI2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 2026
 DI2146'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI2146'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2146'AND LOG FILES ACCESSIBLE AT:
 DI2146'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DI2148 ***********************************************************************
 DI2148  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2148  DESIGNATION -  KINGSHILL CORS MON
 DI2148  CORS_ID     -  VIKH
 DI2148  PID         -  DI2148
 DI2148  STATE/COUNTY-  VQ/ST CROIX
 DI2148  COUNTRY     -  US
 DI2148  USGS QUAD   -  LONG POINT (2013)
 DI2148
 DI2148                         *CURRENT SURVEY CONTROL
 DI2148  ______________________________________________________________________
 DI2148* NAD 83(2011) POSITION- 17 42 58.24483(N) 064 47 53.25457(W)   ADJUSTED
 DI2148* NAD 83(2011) ELLIP HT-    -4.490 (meters)        (04/??/26)   ADJUSTED
 DI2148* NAD 83(2011) EPOCH   -  2010.00
 DI2148  ______________________________________________________________________
 DI2148  GEOID HEIGHT    -        -41.360 (meters)                     GEOID18
 DI2148  NAD 83(2011) X  -  2,587,869.388 (meters)                     COMP
 DI2148  NAD 83(2011) Y  - -5,499,035.591 (meters)                     COMP
 DI2148  NAD 83(2011) Z  -  1,928,483.698 (meters)                     COMP
 DI2148  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DI2148
 DI2148.Formal positional accuracy estimates are not available for this CORS
 DI2148.because its coordinates were determined in part using modeled velocities.
 DI2148.A time-series residual plot is available that shows daily coordinate
 DI2148.variations relative to the published coordinates and modeled velocities.
 DI2148.Large residuals may indicate a potential error in the modeled velocities.
 DI2148
 DI2148.Residual plot at:
 DI2148.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=VIKH.
 DI2148
 DI2148.The horizontal coordinates were established by GPS observations
 DI2148.and adjusted by the National Geodetic Survey in April 2026.
 DI2148
 DI2148.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2148.been affixed to the stable North American Tectonic Plate. 
 DI2148
 DI2148.The horizontal coordinates are valid at the epoch date displayed above
 DI2148.which is a decimal equivalence of Year/Month/Day.
 DI2148
 DI2148.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2148.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2148.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2148.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2148.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2148.published epoch of 2010.00.
 DI2148
 DI2148.Additional information on MYCS is available at:
 DI2148.https://geodesy.noaa.gov/CORS/index.shtml
 DI2148
 DI2148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2148.GEOID18 height accuracy estimate available here.
 DI2148
 DI2148.Click photographs - Photos may exist for this station.
 DI2148
 DI2148.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2148
 DI2148.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2148
 DI2148.The ellipsoidal height was determined by GPS observations
 DI2148.and is referenced to NAD 83.
 DI2148
 DI2148. The following values were computed from the NAD 83(2011) position.
 DI2148
 DI2148;                    North         East     Units Scale Factor Converg.
 DI2148;SPC PRVI     -   187,807.750   373,455.163   MT  1.00003440   +0 30 41.9
 DI2148;UTM  20      - 1,959,695.878   309,317.766   MT  1.00004956   -0 32 50.4
 DI2148
 DI2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2148!SPC PRVI     -   1.00000071  x   1.00003440  =   1.00003511
 DI2148!UTM  20      -   1.00000071  x   1.00004956  =   1.00005027
 DI2148
 DI2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0931759695(NAD 83)
 DI2148
 DI2148                          SUPERSEDED SURVEY CONTROL
 DI2148
 DI2148  NAD 83(2011)-  17 42 58.24481(N)    064 47 53.25458(W) AD(2010.00) A
 DI2148  ELLIP H (09/??/25)   -4.472  (m)                       GP(2010.00) 4 1
 DI2148  NAD 83(2011)-  17 42 58.24481(N)    064 47 53.25458(W) AD(2010.00) A
 DI2148  ELLIP H (04/??/25)   -4.493  (m)                       GP(2010.00) 4 1
 DI2148  NAD 83(2011)-  17 42 58.24480(N)    064 47 53.25446(W) AD(2010.00) A
 DI2148  ELLIP H (07/??/22)   -4.476  (m)                       GP(2010.00) 4 1
 DI2148  NAD 83(2011)-  17 42 58.24479(N)    064 47 53.25447(W) AD(2010.00) A
 DI2148  ELLIP H (06/??/19)   -4.492  (m)                       GP(2010.00) 4 1
 DI2148  NAD 83(2011)-  17 42 58.24474(N)    064 47 53.25443(W) AD(2010.00) A
 DI2148  ELLIP H (08/??/11)   -4.492  (m)                       GP(2010.00) 4 1
 DI2148  NAD 83(CORS)-  17 42 58.24381(N)    064 47 53.25994(W) AD(2002.00) A
 DI2148  ELLIP H (10/??/06)   -4.504  (m)                       GP(2002.00) 4 1
 DI2148
 DI2148.Superseded values are not recommended for survey control.
 DI2148
 DI2148.NGS no longer adjusts projects to the PR datum.
 DI2148.See file dsdata.pdf to determine how the superseded data were derived.
 DI2148
 DI2148_STAMPING: UNKNOWN
 DI2148
 DI2148                          STATION DESCRIPTION
 DI2148
 DI2148'THIS MONUMENT IS ASSOCIATED WITH STATION 'VIKH'
 DI2148'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DI2148'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2148'AND LOG FILES ACCESSIBLE AT:
 DI2148'https://geodesy.noaa.gov/CORS/index.shtml
 DI2148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0127 ***********************************************************************
 TV0127  DESIGNATION -  KRAUSSE
 TV0127  PID         -  TV0127
 TV0127  STATE/COUNTY-  VQ/ST CROIX
 TV0127  COUNTRY     -  US
 TV0127  USGS QUAD   -  LONG POINT (2013)
 TV0127
 TV0127                         *CURRENT SURVEY CONTROL
 TV0127  ______________________________________________________________________
 TV0127* NAD 83(1997) POSITION- 17 41 32.61727(N) 064 46 06.03302(W)   ADJUSTED
 TV0127  ______________________________________________________________________
 TV0127  GEOID HEIGHT    -        -41.236 (meters)                     GEOID18
 TV0127  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 TV0127  HORZ ORDER      -  THIRD
 TV0127
 TV0127.The horizontal coordinates were established by classical geodetic methods
 TV0127.and adjusted by the National Geodetic Survey in May 1997.
 TV0127
 TV0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0127.GEOID18 height accuracy estimate available here.
 TV0127
 TV0127.Click photographs - Photos may exist for this station.
 TV0127
 TV0127.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0127
 TV0127. The following values were computed from the NAD 83(1997) position.
 TV0127
 TV0127;                    North         East     Units Scale Factor Converg.
 TV0127;SPC PRVI     -   185,203.731   376,638.337   MT  1.00003820   +0 31 15.4
 TV0127;UTM  20      - 1,957,033.471   312,452.298   MT  1.00003490   -0 32 15.2
 TV0127
 TV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1245257033(NAD 83)
 TV0127
 TV0127                          SUPERSEDED SURVEY CONTROL
 TV0127
 TV0127  NAD 83(1993)-  17 41 32.61544(N)    064 46 06.04264(W) AD(       ) 3
 TV0127  NAD 83(1986)-  17 41 32.59893(N)    064 46 06.02170(W) AD(       ) 3
 TV0127  PR          -  17 41 39.68715(N)    064 46 07.50002(W) AD(       ) 3
 TV0127
 TV0127.Superseded values are not recommended for survey control.
 TV0127
 TV0127.NGS no longer adjusts projects to the PR datum.
 TV0127.See file dsdata.pdf to determine how the superseded data were derived.
 TV0127
 TV0127
 TV0127  HISTORY     - Date     Condition        Report By
 TV0127  HISTORY     - 1919     MONUMENTED       CGS
 TV0127  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0127
 TV0127                          STATION DESCRIPTION
 TV0127
 TV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0127'WHITE, BLACK AND WHITE FLAGS TACKED TO A POLE NAILED TO
 TV0127'A MANGROVE TREE, MARK THE SIGNAL WHICH IS LOCATED ON THE
 TV0127'OUTER POINT OF THE SOUTHERN EDGE OF THE MANGROVE ALONG THE
 TV0127'S SHORE OF KRAUSSE LAGOON.  THE SPOT CAN BE REACHED ONLY WITH
 TV0127'A BOAT.  A BOAT IS USUALLY KEPT NEAR THE WESTERN END OF THE
 TV0127'LAGOON.
 TV0127'
 TV0127'STATION WAS NOT PERMANENTLY MARKED.
 TV0127
 TV0127                          STATION RECOVERY (1925)
 TV0127
 TV0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0127'STATION WAS FOUND AS DESCRIBED.  SIGNAL FROM FORMER
 TV0127'PARTY IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0168 ***********************************************************************
 TV0168  DESIGNATION -  LA GRANGE CHIMNEY
 TV0168  PID         -  TV0168
 TV0168  STATE/COUNTY-  VQ/ST CROIX
 TV0168  COUNTRY     -  US
 TV0168  USGS QUAD   -  FREDERIKSTED (2013)
 TV0168
 TV0168                         *CURRENT SURVEY CONTROL
 TV0168  ______________________________________________________________________
 TV0168* NAD 83(1997) POSITION- 17 43 09.18198(N) 064 52 41.14807(W)   ADJUSTED
 TV0168  ______________________________________________________________________
 TV0168  GEOID HEIGHT    -        -41.683 (meters)                     GEOID18
 TV0168  LAPLACE CORR    -          4.80  (seconds)                    DEFLEC18
 TV0168  HORZ ORDER      -  THIRD
 TV0168
 TV0168.The horizontal coordinates were established by classical geodetic methods
 TV0168.and adjusted by the National Geodetic Survey in May 1997.
 TV0168
 TV0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0168.GEOID18 height accuracy estimate available here.
 TV0168
 TV0168.Click photographs - Photos may exist for this station.
 TV0168
 TV0168.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0168
 TV0168. The following values were computed from the NAD 83(1997) position.
 TV0168
 TV0168;                    North         East     Units Scale Factor Converg.
 TV0168;SPC PRVI     -   188,070.100   364,969.627   MT  1.00003393   +0 29 11.8
 TV0168;UTM  20      - 1,960,114.982   300,838.222   MT  1.00009044   -0 34 18.5
 TV0168
 TV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0083860114(NAD 83)
 TV0168
 TV0168                          SUPERSEDED SURVEY CONTROL
 TV0168
 TV0168  NAD 83(1993)-  17 43 09.18038(N)    064 52 41.15783(W) AD(       ) 3
 TV0168  NAD 83(1986)-  17 43 09.16436(N)    064 52 41.13823(W) AD(       ) 3
 TV0168  PR          -  17 43 16.25625(N)    064 52 42.60970(W) AD(       ) 3
 TV0168
 TV0168.Superseded values are not recommended for survey control.
 TV0168
 TV0168.NGS no longer adjusts projects to the PR datum.
 TV0168.See file dsdata.pdf to determine how the superseded data were derived.
 TV0168
 TV0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0168
 TV0168  HISTORY     - Date     Condition        Report By
 TV0168  HISTORY     - UNK      MONUMENTED
 TV0168  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0168  HISTORY     - 1980     GOOD             NOS
 TV0168
 TV0168                          STATION DESCRIPTION
 TV0168
 TV0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0168'STATION IS IN PLACE.
 TV0168
 TV0168                          STATION RECOVERY (1980)
 TV0168
 TV0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0168'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0187 ***********************************************************************
 TV0187  DESIGNATION -  LA VALLEE CHIMNEY
 TV0187  PID         -  TV0187
 TV0187  STATE/COUNTY-  VQ/ST CROIX
 TV0187  COUNTRY     -  US
 TV0187  USGS QUAD   -  BARON BLUFF (2013)
 TV0187
 TV0187                         *CURRENT SURVEY CONTROL
 TV0187  ______________________________________________________________________
 TV0187* NAD 83(1997) POSITION- 17 46 36.73626(N) 064 48 12.11596(W)   ADJUSTED
 TV0187  ______________________________________________________________________
 TV0187  GEOID HEIGHT    -        -42.087 (meters)                     GEOID18
 TV0187  LAPLACE CORR    -          3.85  (seconds)                    DEFLEC18
 TV0187  HORZ ORDER      -  THIRD
 TV0187
 TV0187.The horizontal coordinates were established by classical geodetic methods
 TV0187.and adjusted by the National Geodetic Survey in May 1997.
 TV0187
 TV0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0187.GEOID18 height accuracy estimate available here.
 TV0187
 TV0187.Click photographs - Photos may exist for this station.
 TV0187
 TV0187.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0187
 TV0187. The following values were computed from the NAD 83(1997) position.
 TV0187
 TV0187;                    North         East     Units Scale Factor Converg.
 TV0187;SPC PRVI     -   194,519.976   372,839.628   MT  1.00002547   +0 30 36.0
 TV0187;UTM  20      - 1,966,418.482   308,826.482   MT  1.00005188   -0 33 02.7
 TV0187
 TV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0882666418(NAD 83)
 TV0187
 TV0187                          SUPERSEDED SURVEY CONTROL
 TV0187
 TV0187  NAD 83(1993)-  17 46 36.73461(N)    064 48 12.12570(W) AD(       ) 3
 TV0187  NAD 83(1986)-  17 46 36.72102(N)    064 48 12.10563(W) AD(       ) 3
 TV0187  PR          -  17 46 43.82188(N)    064 48 13.58166(W) AD(       ) 3
 TV0187
 TV0187.Superseded values are not recommended for survey control.
 TV0187
 TV0187.NGS no longer adjusts projects to the PR datum.
 TV0187.See file dsdata.pdf to determine how the superseded data were derived.
 TV0187
 TV0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0187
 TV0187  HISTORY     - Date     Condition        Report By
 TV0187  HISTORY     - UNK      MONUMENTED
 TV0187  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0187  HISTORY     - 1980     GOOD             NOS
 TV0187
 TV0187                          STATION DESCRIPTION
 TV0187
 TV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0187'STATION IS IN PLACE.
 TV0187
 TV0187                          STATION RECOVERY (1980)
 TV0187
 TV0187'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0187'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0441 ***********************************************************************
 TV0441  DESIGNATION -  LAGOON 1918
 TV0441  PID         -  TV0441
 TV0441  STATE/COUNTY-  VQ/ST JOHN
 TV0441  COUNTRY     -  US
 TV0441  USGS QUAD   -  CORAL BAY (2013)
 TV0441
 TV0441                         *CURRENT SURVEY CONTROL
 TV0441  ______________________________________________________________________
 TV0441* NAD 83(1997) POSITION- 18 19 49.94101(N) 064 42 00.86748(W)   ADJUSTED
 TV0441* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0441  ______________________________________________________________________
 TV0441  GEOID HEIGHT    -        -42.272 (meters)                     GEOID18
 TV0441  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 TV0441  HORZ ORDER      -  THIRD
 TV0441
 TV0441.The horizontal coordinates were established by classical geodetic methods
 TV0441.and adjusted by the National Geodetic Survey in May 1997.
 TV0441
 TV0441.The orthometric height was scaled from a topographic map.
 TV0441
 TV0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0441.GEOID18 height accuracy estimate available here.
 TV0441
 TV0441.Click photographs - Photos may exist for this station.
 TV0441
 TV0441.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0441
 TV0441. The following values were computed from the NAD 83(1997) position.
 TV0441
 TV0441;                    North         East     Units Scale Factor Converg.
 TV0441;SPC PRVI     -   255,898.343   383,194.535   MT  0.99999537   +0 32 32.2
 TV0441;UTM  20      - 2,027,594.338   320,325.062   MT  0.99999912   -0 32 05.5
 TV0441
 TV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2032527594(NAD 83)
 TV0441
 TV0441                          SUPERSEDED SURVEY CONTROL
 TV0441
 TV0441  NAD 83(1993)-  18 19 49.94292(N)    064 42 00.86804(W) AD(       ) 3
 TV0441  NAD 83(1986)-  18 19 49.90728(N)    064 42 00.83411(W) AD(       ) 3
 TV0441  PR          -  18 19 57.07046(N)    064 42 02.34447(W) AD(       ) 3
 TV0441
 TV0441.Superseded values are not recommended for survey control.
 TV0441
 TV0441.NGS no longer adjusts projects to the PR datum.
 TV0441.See file dsdata.pdf to determine how the superseded data were derived.
 TV0441
 TV0441_MARKER: Z = SEE DESCRIPTION
 TV0441_SETTING: 0 = UNSPECIFIED SETTING
 TV0441
 TV0441  HISTORY     - Date     Condition        Report By
 TV0441  HISTORY     - 1918     MONUMENTED       CGS
 TV0441  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0441
 TV0441                          STATION DESCRIPTION
 TV0441
 TV0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0441'STATION IS ON TOP OF AN 8-BY 3-BY 2-METER ROCK 2 METERS OFF
 TV0441'SHORE FROM LAGOON POINT.  THIS POINT EXTENDS OUT FROM ABOUT THE
 TV0441'MIDDLE OF THE WESTERN SIDE OF CORAL BAY.  THE POINT IS
 TV0441'SURROUNDED BY A LARGE REEF.
 TV0441'
 TV0441'THE SANDSPIT AT HERMITAGE IS IN RANGE WITH HERMITAGE ESTATE HOUSE.
 TV0441'
 TV0441'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0441'INTO A DRILL HOLE.  STATION IS ABOUT 6 FEET ABOVE HIGH WATER.
 TV0441
 TV0441                          STATION RECOVERY (1926)
 TV0441
 TV0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0441'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0456 ***********************************************************************
 TV0456  DESIGNATION -  LAM 1918
 TV0456  PID         -  TV0456
 TV0456  STATE/COUNTY-  VQ/ST JOHN
 TV0456  COUNTRY     -  US
 TV0456  USGS QUAD   -  CORAL BAY (2013)
 TV0456
 TV0456                         *CURRENT SURVEY CONTROL
 TV0456  ______________________________________________________________________
 TV0456* NAD 83(1997) POSITION- 18 18 51.05941(N) 064 43 55.76173(W)   ADJUSTED
 TV0456* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0456  ______________________________________________________________________
 TV0456  GEOID HEIGHT    -        -42.241 (meters)                     GEOID18
 TV0456  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 TV0456  HORZ ORDER      -  THIRD
 TV0456
 TV0456.The horizontal coordinates were established by classical geodetic methods
 TV0456.and adjusted by the National Geodetic Survey in May 1997.
 TV0456
 TV0456.The orthometric height was scaled from a topographic map.
 TV0456
 TV0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0456.GEOID18 height accuracy estimate available here.
 TV0456
 TV0456.Click photographs - Photos may exist for this station.
 TV0456
 TV0456.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0456
 TV0456. The following values were computed from the NAD 83(1997) position.
 TV0456
 TV0456;                    North         East     Units Scale Factor Converg.
 TV0456;SPC PRVI     -   254,056.446   379,837.905   MT  0.99999493   +0 31 56.2
 TV0456;UTM  20      - 2,025,815.833   316,934.367   MT  1.00001433   -0 32 40.0
 TV0456
 TV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1693425815(NAD 83)
 TV0456
 TV0456                          SUPERSEDED SURVEY CONTROL
 TV0456
 TV0456  NAD 83(1993)-  18 18 51.06083(N)    064 43 55.76250(W) AD(       ) 3
 TV0456  NAD 83(1986)-  18 18 51.02611(N)    064 43 55.72831(W) AD(       ) 3
 TV0456  PR          -  18 18 58.18832(N)    064 43 57.23801(W) AD(       ) 3
 TV0456
 TV0456.Superseded values are not recommended for survey control.
 TV0456
 TV0456.NGS no longer adjusts projects to the PR datum.
 TV0456.See file dsdata.pdf to determine how the superseded data were derived.
 TV0456
 TV0456_MARKER: Z = SEE DESCRIPTION
 TV0456_SETTING: 0 = UNSPECIFIED SETTING
 TV0456
 TV0456  HISTORY     - Date     Condition        Report By
 TV0456  HISTORY     - 1918     MONUMENTED       CGS
 TV0456  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0456  HISTORY     - 1973     GOOD             NGS
 TV0456
 TV0456                          STATION DESCRIPTION
 TV0456
 TV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0456'STATION IS ON THE SHARP OUTER TIP OF LAMESHUR OR WHITE
 TV0456'POINT.  THE POINT IS THE LONG BOLD ONE THAT LIES ON THE W
 TV0456'SIDE OF THE ENTRANCE TO LAMESHUR BAY, ON THE S SHORE OF
 TV0456'ST. JOHN ISLAND.
 TV0456'
 TV0456'NOTE--STATION IS MARKED BY A REGULATION HYDROGRAPHIC DISK
 TV0456'CEMENTED IN A DEPRESSION OF OUTCROPPING ROCK 6.5 METERS FROM
 TV0456'S END OF POINT AND 2.4 METERS FROM E SIDE OF POINT.
 TV0456
 TV0456                          STATION RECOVERY (1924)
 TV0456
 TV0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0456'FOUND AS DESCRIBED.  NEW SIGNAL CLOTH PLACED ON UPRIGHT AND
 TV0456'BASE WHITEWASHED.
 TV0456
 TV0456                          STATION RECOVERY (1973)
 TV0456
 TV0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0456'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0040 ***********************************************************************
 TV0040  DESIGNATION -  LAMB
 TV0040  PID         -  TV0040
 TV0040  STATE/COUNTY-  VQ/ST CROIX
 TV0040  COUNTRY     -  US
 TV0040  USGS QUAD   -  BUCK ISLAND (2013)
 TV0040
 TV0040                         *CURRENT SURVEY CONTROL
 TV0040  ______________________________________________________________________
 TV0040* NAD 83(2011) POSITION- 17 45 34.70301(N) 064 34 27.35397(W)   NO CHECK
 TV0040* NAD 83(2011) ELLIP HT-   -22.093 (meters)        (06/27/12)   NO CHECK
 TV0040* NAD 83(2011) EPOCH   -  2010.00
 TV0040* LMSL    ORTHO HEIGHT -    19.1   (meters)       63.    (feet) GPS OBS
 TV0040  ______________________________________________________________________
 TV0040  LMSL orthometric height was determined with geoid model       GEOID96
 TV0040  GEOID HEIGHT    -        -42.932 (meters)                     GEOID96
 TV0040  GEOID HEIGHT    -        -41.299 (meters)                     GEOID18
 TV0040  NAD 83(2011) X  -  2,608,698.572 (meters)                     COMP
 TV0040  NAD 83(2011) Y  - -5,487,543.875 (meters)                     COMP
 TV0040  NAD 83(2011) Z  -  1,933,059.761 (meters)                     COMP
 TV0040  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 TV0040
 TV0040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV0040  Standards:
 TV0040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV0040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV0040  -------------------------------------------------------------------
 TV0040  NETWORK    2.97   7.92           1.10   1.31   4.04     -0.02671865
 TV0040  -------------------------------------------------------------------
 TV0040  Click here for local accuracies and other accuracy information.
 TV0040
 TV0040.The horizontal coordinates were established by GPS observations
 TV0040.and adjusted by the National Geodetic Survey in June 2012.
 TV0040
 TV0040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV0040.been affixed to the stable North American tectonic plate. See 
 TV0040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV0040
 TV0040.The horizontal coordinates are valid at the epoch date displayed above
 TV0040.which is a decimal equivalence of Year/Month/Day.
 TV0040
 TV0040.No horizontal observational check was made to the station.
 TV0040
 TV0040.The orthometric height was determined by GPS observations and a
 TV0040.high-resolution geoid model.
 TV0040
 TV0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0040.GEOID18 height accuracy estimate available here.
 TV0040
 TV0040.Click photographs - Photos may exist for this station.
 TV0040
 TV0040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV0040
 TV0040.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0040
 TV0040.The ellipsoidal height was determined by GPS observations
 TV0040.and is referenced to NAD 83.
 TV0040
 TV0040. The following values were computed from the NAD 83(2011) position.
 TV0040
 TV0040;                    North         East     Units Scale Factor Converg.
 TV0040;SPC PRVI     -   192,844.321   397,151.726   MT  1.00002789   +0 34 54.0
 TV0040;UTM  20      - 1,964,292.842   333,102.649   MT  0.99994439   -0 28 49.1
 TV0040
 TV0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV0040!SPC PRVI     -   1.00000347  x   1.00002789  =   1.00003136
 TV0040!UTM  20      -   1.00000347  x   0.99994439  =   0.99994786
 TV0040
 TV0040:                Primary Azimuth Mark                     Grid Az
 TV0040:SPC PRVI     -  EAST POINT RM 1                          119 20 14.6
 TV0040:UTM  20      -  EAST POINT RM 1                          120 23 57.7
 TV0040
 TV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3310264292(NAD 83)
 TV0040
 TV0040|---------------------------------------------------------------------|
 TV0040| PID    Reference Object                     Distance      Geod. Az  |
 TV0040|                                                           dddmmss.s |
 TV0040| TV0047 EAST POINT RM 1                     APPROX. 0.8 KM 1195508.6 |
 TV0040| TV0051 BUCK ISLAND LT                      APPROX. 5.6 KM 3022555.4 |
 TV0040|---------------------------------------------------------------------|
 TV0040
 TV0040                          SUPERSEDED SURVEY CONTROL
 TV0040
 TV0040  NAD 83(2007)-  17 45 34.70197(N)    064 34 27.35894(W) AD(2002.00) 0
 TV0040  ELLIP H (02/10/07)  -22.106  (m)                       GP(2002.00)    
 TV0040  NAD 83(2002)-  17 45 34.70210(N)    064 34 27.35867(W) AD(       ) 1
 TV0040  ELLIP H (10/13/04)  -22.075  (m)                       GP(       ) 4 2
 TV0040  NAD 83(1997)-  17 45 34.70083(N)    064 34 27.36473(W) AD(       ) 1
 TV0040  ELLIP H (05/12/97)  -22.156  (m)                       GP(       ) 4 2
 TV0040  NAD 83(1993)-  17 45 34.69906(N)    064 34 27.37469(W) AD(       ) 1
 TV0040  ELLIP H (01/13/94)  -22.009  (m)                       GP(       ) 4 1
 TV0040  NAD 83(1986)-  17 45 34.69229(N)    064 34 27.34909(W) AD(       ) 3
 TV0040  PR          -  17 45 41.78481(N)    064 34 28.85628(W) AD(       ) 3
 TV0040  LMSL    (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 TV0040
 TV0040.Superseded values are not recommended for survey control.
 TV0040
 TV0040.NGS no longer adjusts projects to the PR datum.
 TV0040.See file dsdata.pdf to determine how the superseded data were derived.
 TV0040
 TV0040_MARKER: DD = SURVEY DISK
 TV0040_SETTING: 66 = SET IN ROCK OUTCROP
 TV0040_STAMPING: UNKNOWN
 TV0040_MARK LOGO: CGS
 TV0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0040+STABILITY: POSITION/ELEVATION WELL
 TV0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0040+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1993
 TV0040
 TV0040  HISTORY     - Date     Condition        Report By
 TV0040  HISTORY     - UNK      MONUMENTED
 TV0040  HISTORY     - 1919     GOOD             CGS
 TV0040  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0040  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0040  HISTORY     - 1980     GOOD             NOS
 TV0040  HISTORY     - 19930224 GOOD             NOS
 TV0040
 TV0040                          STATION DESCRIPTION
 TV0040
 TV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0040'STATION IS REGULAR BRASS TRIANGULATION DISK CEMENTED IN
 TV0040'DRILL HOLE IN ROCK ABOUT 1 FOOT ABOVE THE GROUND ON THE TOP
 TV0040'OF A SMALL POINT OF THE N SHORE LINE ABOVE ESTATE COTTON
 TV0040'VALLEY (E END) AND DUE N OF GOAT HILL.  IT IS ABOUT 75 METERS
 TV0040'BACK OF THE POINT AND 30 FEET ABOVE SEA LEVEL.
 TV0040'
 TV0040'SIGNAL ERECTED BUT NO ANGLES OBSERVED TO IT.
 TV0040
 TV0040                          STATION RECOVERY (1921)
 TV0040
 TV0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0040'STATION FOUND AS DESCRIBED, BUT REFERENCE TO COTTON VALLEY
 TV0040'WRONG, THE NAME SHOULD BE COTTON GARDEN.
 TV0040'
 TV0040'INTERSECTION STATION, BY THIS PARTY.
 TV0040
 TV0040                          STATION RECOVERY (1975)
 TV0040
 TV0040'RECOVERY NOTE BY US NAVY 1975
 TV0040'STATION WAS RECOVERED AS DESCRIBED.  SURFACE STATION MARK IS
 TV0040'A 3-1/2 INCH IN DIAMETER, BRONZE USCGS TRIANGULATION DISK
 TV0040'STAMPED LAMB.
 TV0040
 TV0040                          STATION RECOVERY (1980)
 TV0040
 TV0040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0040'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TV0040'
 TV0040'TO REACH THE STATION FROM THE TURN AROUND AT THE MOST EASTERLY TIP
 TV0040'OF ST CROIX GO WEST, DOWNHILL ON MAIN ROAD FOR 0.9 KM
 TV0040'(0.55 MI) TO A REVERSE FORK RIGHT AND ETT. PACK NORTHERLY
 TV0040'OVER CREST OF HILL TO STATION ON NORTH SIDE OF HILL SLIGHTLY
 TV0040'LOWER IN ELEVATION THAN HIGHEST PART OF HILL. CACTUS AND LOW
 TV0040'SCRUB, STICKER BUSHES.
 TV0040'
 TV0040'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0040
 TV0040                          STATION RECOVERY (1993)
 TV0040
 TV0040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 TV0040'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TV0040'TO REACH FROM FT CHRISTIANVAERN IN CHRISTIANSTED GO EAST ON ROUTE 82
 TV0040'ALONG THE NORTH COAST FOR 9.5 MI (15.3 KM) TO CRAMER BEACH PARK,
 TV0040'CONTINUE EAST FOR 0.8 MI (1.3 KM) TO A REVERSE FORK ON LEFT. TURN
 TV0040'LEFT ON REVERSE FORK AND GO NORTHERLY FOR 0.1 MI (0.2 KM) TO A FORK,
 TV0040'TAKE RIGHT FORK FOR 0.1 MILE TO END OF ROAD AND STATION.  THE STATION
 TV0040'IS JUST TO THE NORTH OF AND BELOW THE CREST OF HILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0099 ***********************************************************************
 TV0099  DESIGNATION -  LANGS OBSERVATORY
 TV0099  PID         -  TV0099
 TV0099  STATE/COUNTY-  VQ/ST CROIX
 TV0099  COUNTRY     -  US
 TV0099  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0099
 TV0099                         *CURRENT SURVEY CONTROL
 TV0099  ______________________________________________________________________
 TV0099* NAD 83(1997) POSITION- 17 44 22.85728(N) 064 41 08.86370(W)   ADJUSTED
 TV0099  ______________________________________________________________________
 TV0099  GEOID HEIGHT    -        -41.224 (meters)                     GEOID18
 TV0099  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 TV0099  HORZ ORDER      -  THIRD
 TV0099
 TV0099.The horizontal coordinates were established by classical geodetic methods
 TV0099.and adjusted by the National Geodetic Survey in May 1997.
 TV0099
 TV0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0099.GEOID18 height accuracy estimate available here.
 TV0099
 TV0099.Click photographs - Photos may exist for this station.
 TV0099
 TV0099.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0099
 TV0099. The following values were computed from the NAD 83(1997) position.
 TV0099
 TV0099;                    North         East     Units Scale Factor Converg.
 TV0099;SPC PRVI     -   190,519.073   385,345.517   MT  1.00003081   +0 32 48.4
 TV0099;UTM  20      - 1,962,186.792   321,256.106   MT  0.99999502   -0 30 49.6
 TV0099
 TV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2125662186(NAD 83)
 TV0099
 TV0099                          SUPERSEDED SURVEY CONTROL
 TV0099
 TV0099  NAD 83(1993)-  17 44 22.85552(N)    064 41 08.87370(W) AD(       ) 3
 TV0099  NAD 83(1986)-  17 44 22.84134(N)    064 41 08.84700(W) AD(       ) 3
 TV0099  PR          -  17 44 29.93668(N)    064 41 10.33079(W) AD(       ) 3
 TV0099
 TV0099.Superseded values are not recommended for survey control.
 TV0099
 TV0099.NGS no longer adjusts projects to the PR datum.
 TV0099.See file dsdata.pdf to determine how the superseded data were derived.
 TV0099
 TV0099_MARKER: Z = SEE DESCRIPTION
 TV0099_SETTING: 0 = UNSPECIFIED SETTING
 TV0099
 TV0099  HISTORY     - Date     Condition        Report By
 TV0099  HISTORY     - 1919     MONUMENTED       CGS
 TV0099
 TV0099                          STATION DESCRIPTION
 TV0099
 TV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0099'STATION IS ON THE NORTHERN END OF THE RIDGE ON WHICH LIE THE
 TV0099'RUINS OF ELIZAS RETREAT.  THIS RIDGE IS ABOUT 1-1/2 MILES
 TV0099'E OF CHRISTIANSTED.
 TV0099'
 TV0099'THE OLD STATION WAS NOT POSITIVELY RECOVERED AS THERE IS NO
 TV0099'DESCRIPTION BUT THERE IS VERY LITTLE ROOM FOR DOUBT.  A
 TV0099'PEDESTAL IN THE SHAPE OF THE DIAGRAM, PROJECTING 3 INCHES, AND
 TV0099'LYING ONE FOOT N OF A WALL, 8 INCHES THICK, 3 FEET HIGH AND 7
 TV0099'FEET LONG WERE DISCOVERED AT THE PLACE WHERE THE CHART SHOWS
 TV0099'THE OLD STATION TO HAVE BEEN.  THIS PEDESTAL WAS MADE OF
 TV0099'BRICKS.  THE WALL WAS STONE.
 TV0099'
 TV0099'A STANDARD BRASS TRIANGULATION DISK WAS CEMENTED IN THE
 TV0099'CENTER OF THE TOP OF THE PEDESTAL TO MARK THE POINT LOCATED BY
 TV0099'THE PARTY OF O. W. SWAINSON.
 TV0099'
 TV0099'BOUTZBERG MILL AND W TANGENT OF BUCK ISLAND ARE ON RANGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0448 ***********************************************************************
 TV0448  DESIGNATION -  LEINSTER
 TV0448  PID         -  TV0448
 TV0448  STATE/COUNTY-  VQ/ST JOHN
 TV0448  COUNTRY     -  US
 TV0448  USGS QUAD   -  CORAL BAY (2013)
 TV0448
 TV0448                         *CURRENT SURVEY CONTROL
 TV0448  ______________________________________________________________________
 TV0448* NAD 83(1997) POSITION- 18 21 52.76876(N) 064 42 45.39983(W)   ADJUSTED
 TV0448* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0448  ______________________________________________________________________
 TV0448  GEOID HEIGHT    -        -42.250 (meters)                     GEOID18
 TV0448  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 TV0448  HORZ ORDER      -  THIRD
 TV0448
 TV0448.The horizontal coordinates were established by classical geodetic methods
 TV0448.and adjusted by the National Geodetic Survey in May 1997.
 TV0448
 TV0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0448
 TV0448.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0448.GEOID18 height accuracy estimate available here.
 TV0448
 TV0448.Click photographs - Photos may exist for this station.
 TV0448
 TV0448.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0448
 TV0448. The following values were computed from the NAD 83(1997) position.
 TV0448
 TV0448;                    North         East     Units Scale Factor Converg.
 TV0448;SPC PRVI     -   259,662.250   381,851.522   MT  0.99999655   +0 32 18.2
 TV0448;UTM  20      - 2,031,382.860   319,053.066   MT  1.00000479   -0 32 23.0
 TV0448
 TV0448:                Primary Azimuth Mark                     Grid Az
 TV0448:SPC PRVI     -  PLEASANT                                 111 03 36.2
 TV0448:UTM  20      -  PLEASANT                                 112 08 17.4
 TV0448
 TV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1905331382(NAD 83)
 TV0448
 TV0448|---------------------------------------------------------------------|
 TV0448| PID    Reference Object                     Distance      Geod. Az  |
 TV0448|                                                           dddmmss.s |
 TV0448| TV0438 PLEASANT                            APPROX. 1.7 KM 1113554.4 |
 TV0448| CE4847 LEINSTER RM 1                                      17607     |
 TV0448| TV0455 ANNABERG MILL                       APPROX. 1.8 KM 2640706.3 |
 TV0448| CE4848 LEINSTER RM 2                                      28126     |
 TV0448|---------------------------------------------------------------------|
 TV0448
 TV0448                          SUPERSEDED SURVEY CONTROL
 TV0448
 TV0448  NAD 83(1993)-  18 21 52.77120(N)    064 42 45.40057(W) AD(       ) 3
 TV0448  NAD 83(1986)-  18 21 52.73507(N)    064 42 45.36605(W) AD(       ) 3
 TV0448  PR          -  18 21 59.90273(N)    064 42 46.87494(W) AD(       ) 3
 TV0448  LMSL    (07/19/86)  145.5    (m)          477.     (f) VERT ANG       
 TV0448
 TV0448.Superseded values are not recommended for survey control.
 TV0448
 TV0448.NGS no longer adjusts projects to the PR datum.
 TV0448.See file dsdata.pdf to determine how the superseded data were derived.
 TV0448
 TV0448_MARKER: Z = SEE DESCRIPTION
 TV0448_SETTING: 0 = UNSPECIFIED SETTING
 TV0448
 TV0448  HISTORY     - Date     Condition        Report By
 TV0448  HISTORY     - 1918     MONUMENTED       CGS
 TV0448  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0448
 TV0448                          STATION DESCRIPTION
 TV0448
 TV0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0448'STATION IS ON THE TOP OF THE PROMINENT HILL RISING FROM THE
 TV0448'SHORE LINE MIDWAY BETWEEN LAINSTER BAY AND BROWNS BAY, AND DUE
 TV0448'S OF LITTLE THATCH ISLAND.
 TV0448'
 TV0448'STATION IS MARKED BY A REGULATION BRASS DISK CEMENTED IN A
 TV0448'DRILL HOLE IN OUTCROPPING ROCK ON EASTERN EDGE OF HILL.
 TV0448'
 TV0448'NORTHERN TANGENT OF JEWEL CAY AND TANGENT OF MARYS POINT ARE
 TV0448'ON RANGE.
 TV0448'
 TV0448'REFERENCE MARK NO.1 IS A REGULATION BRASS REFERENCE MARK
 TV0448'CEMENTED IN A DRILL HOLE IN THE TOP OF A PROMINENT ROCK TO THE
 TV0448'SOUTHWARD.
 TV0448'
 TV0448'REFERENCE MARK NO.2 IS A REGULATION BRASS DISK CEMENTED IN A
 TV0448'DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE GROUND AND LYING
 TV0448'ON THE WESTERN BREAK OF THE RIDGE.
 TV0448'
 TV0448'REFERENCE MARK NO.1 BEARS N 3 DEG 53 MIN W (TRUE) AND IS 10.22
 TV0448'METERS DISTANT FROM THE STATION.
 TV0448'
 TV0448'REFERENCE MARK NO.2 BEARS S 78 DEG 34 MIN E (TRUE) AND IS
 TV0448'4.70 METERS DISTANT FROM THE STATION.
 TV0448
 TV0448                          STATION RECOVERY (1926)
 TV0448
 TV0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0448'STATION WAS NOT SEARCHED FOR.  HILL TOP USED FOR OFF-SHORE WORK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0483 ***********************************************************************
 TV0483  DESIGNATION -  LIND 1918
 TV0483  PID         -  TV0483
 TV0483  STATE/COUNTY-  VQ/ST JOHN
 TV0483  COUNTRY     -  US
 TV0483  USGS QUAD   -  CRUZ BAY (2013)
 TV0483
 TV0483                         *CURRENT SURVEY CONTROL
 TV0483  ______________________________________________________________________
 TV0483* NAD 83(1997) POSITION- 18 20 12.41638(N) 064 47 56.17227(W)   NO CHECK
 TV0483* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0483  ______________________________________________________________________
 TV0483  GEOID HEIGHT    -        -42.189 (meters)                     GEOID18
 TV0483  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 TV0483  HORZ ORDER      -  THIRD
 TV0483
 TV0483.The horizontal coordinates were established by classical geodetic methods
 TV0483.and adjusted by the National Geodetic Survey in May 1997.
 TV0483
 TV0483.No horizontal observational check was made to the station.
 TV0483
 TV0483.The orthometric height was scaled from a topographic map.
 TV0483
 TV0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0483.GEOID18 height accuracy estimate available here.
 TV0483
 TV0483.Click photographs - Photos may exist for this station.
 TV0483
 TV0483.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0483
 TV0483. The following values were computed from the NAD 83(1997) position.
 TV0483
 TV0483;                    North         East     Units Scale Factor Converg.
 TV0483;SPC PRVI     -   256,493.406   372,756.130   MT  0.99999556   +0 30 41.0
 TV0483;UTM  20      - 2,028,385.576   309,899.405   MT  1.00004678   -0 33 58.0
 TV0483
 TV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0989928385(NAD 83)
 TV0483
 TV0483                          SUPERSEDED SURVEY CONTROL
 TV0483
 TV0483  NAD 83(1993)-  18 20 12.41758(N)    064 47 56.17451(W) AD(       ) 3
 TV0483  NAD 83(1986)-  18 20 12.38358(N)    064 47 56.13848(W) AD(       ) 3
 TV0483  PR          -  18 20 19.54758(N)    064 47 57.64002(W) AD(       ) 3
 TV0483
 TV0483.Superseded values are not recommended for survey control.
 TV0483
 TV0483.NGS no longer adjusts projects to the PR datum.
 TV0483.See file dsdata.pdf to determine how the superseded data were derived.
 TV0483
 TV0483_MARKER: Z = SEE DESCRIPTION
 TV0483_SETTING: 0 = UNSPECIFIED SETTING
 TV0483
 TV0483  HISTORY     - Date     Condition        Report By
 TV0483  HISTORY     - 1918     MONUMENTED       CGS
 TV0483  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0483  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0483
 TV0483                          STATION DESCRIPTION
 TV0483
 TV0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0483'STATION IS ON THE NORTHERN TIP OF LIND POINT, WESTERN END OF
 TV0483'ST. JOHN ISLAND.  IT IS MARKED BY A STANDARD BRASS TRIANGULATION
 TV0483'DISK CEMENTED IN THE ROCK.
 TV0483
 TV0483                          STATION RECOVERY (1926)
 TV0483
 TV0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0483'STATION FOUND AS DESCRIBED.
 TV0483
 TV0483                          STATION RECOVERY (1975)
 TV0483
 TV0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0483'DRILL HOLE RECOVERED AND VERIFIED BY INTERSECTION.  THE
 TV0483'DISK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0109 ***********************************************************************
 TV0109  DESIGNATION -  LITTLE DIAMOND MILL
 TV0109  PID         -  TV0109
 TV0109  STATE/COUNTY-  VQ/ST CROIX
 TV0109  COUNTRY     -  US
 TV0109  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0109
 TV0109                         *CURRENT SURVEY CONTROL
 TV0109  ______________________________________________________________________
 TV0109* NAD 83(1997) POSITION- 17 42 17.80114(N) 064 42 49.40594(W)   ADJUSTED
 TV0109  ______________________________________________________________________
 TV0109  GEOID HEIGHT    -        -41.179 (meters)                     GEOID18
 TV0109  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 TV0109  HORZ ORDER      -  THIRD
 TV0109
 TV0109.The horizontal coordinates were established by classical geodetic methods
 TV0109.and adjusted by the National Geodetic Survey in May 1997.
 TV0109
 TV0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0109.GEOID18 height accuracy estimate available here.
 TV0109
 TV0109.Click photographs - Photos may exist for this station.
 TV0109
 TV0109.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0109
 TV0109. The following values were computed from the NAD 83(1997) position.
 TV0109
 TV0109;                    North         East     Units Scale Factor Converg.
 TV0109;SPC PRVI     -   186,646.386   382,419.597   MT  1.00003618   +0 32 17.0
 TV0109;UTM  20      - 1,958,369.015   318,259.142   MT  1.00000839   -0 31 16.7
 TV0109
 TV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1825958369(NAD 83)
 TV0109
 TV0109                          SUPERSEDED SURVEY CONTROL
 TV0109
 TV0109  NAD 83(1993)-  17 42 17.79939(N)    064 42 49.41578(W) AD(       ) 3
 TV0109  NAD 83(1986)-  17 42 17.78302(N)    064 42 49.39086(W) AD(       ) 3
 TV0109  PR          -  17 42 24.87390(N)    064 42 50.87145(W) AD(       ) 3
 TV0109
 TV0109.Superseded values are not recommended for survey control.
 TV0109
 TV0109.NGS no longer adjusts projects to the PR datum.
 TV0109.See file dsdata.pdf to determine how the superseded data were derived.
 TV0109
 TV0109
 TV0109  HISTORY     - Date     Condition        Report By
 TV0109  HISTORY     - UNK      MONUMENTED
 TV0109  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0109
 TV0109                          STATION DESCRIPTION
 TV0109
 TV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0109'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0072 ***********************************************************************
 TV0072  DESIGNATION -  LITTLE PRINCESS CHIMNEY
 TV0072  PID         -  TV0072
 TV0072  STATE/COUNTY-  VQ/ST CROIX
 TV0072  COUNTRY     -  US
 TV0072  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0072
 TV0072                         *CURRENT SURVEY CONTROL
 TV0072  ______________________________________________________________________
 TV0072* NAD 83(1997) POSITION- 17 45 24.25866(N) 064 43 30.30989(W)   ADJUSTED
 TV0072  ______________________________________________________________________
 TV0072  GEOID HEIGHT    -        -41.462 (meters)                     GEOID18
 TV0072  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 TV0072  HORZ ORDER      -  THIRD
 TV0072
 TV0072.The horizontal coordinates were established by classical geodetic methods
 TV0072.and adjusted by the National Geodetic Survey in May 1997.
 TV0072
 TV0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0072.GEOID18 height accuracy estimate available here.
 TV0072
 TV0072.Click photographs - Photos may exist for this station.
 TV0072
 TV0072.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0072
 TV0072. The following values were computed from the NAD 83(1997) position.
 TV0072
 TV0072;                    North         East     Units Scale Factor Converg.
 TV0072;SPC PRVI     -   192,367.435   381,160.830   MT  1.00002831   +0 32 04.2
 TV0072;UTM  20      - 1,964,112.250   317,106.456   MT  1.00001358   -0 31 34.5
 TV0072
 TV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1710664112(NAD 83)
 TV0072
 TV0072                          SUPERSEDED SURVEY CONTROL
 TV0072
 TV0072  NAD 83(1993)-  17 45 24.25703(N)    064 43 30.31991(W) AD(       ) 3
 TV0072  NAD 83(1986)-  17 45 24.24413(N)    064 43 30.29807(W) AD(       ) 3
 TV0072  PR          -  17 45 31.34135(N)    064 43 31.77744(W) AD(       ) 3
 TV0072
 TV0072.Superseded values are not recommended for survey control.
 TV0072
 TV0072.NGS no longer adjusts projects to the PR datum.
 TV0072.See file dsdata.pdf to determine how the superseded data were derived.
 TV0072
 TV0072_MARKER: 85 = CHIMNEY
 TV0072_SETTING: 0 = UNSPECIFIED SETTING
 TV0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0072
 TV0072  HISTORY     - Date     Condition        Report By
 TV0072  HISTORY     - 1919     FIRST OBSERVED   CGS
 TV0072  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0072  HISTORY     - 1980     GOOD             NOS
 TV0072  HISTORY     - 1982     GOOD             NOS
 TV0072
 TV0072                          STATION DESCRIPTION
 TV0072
 TV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0072'STATION IS IN PLACE.
 TV0072
 TV0072                          STATION RECOVERY (1980)
 TV0072
 TV0072'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0072'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS
 TV0072'SOME DETERERATION NEAR THE TOP OF THE CHIMNEY BUT
 TV0072'SHOULD REMAIN AS GOOD POSITION.
 TV0072
 TV0072                          STATION RECOVERY (1982)
 TV0072
 TV0072'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0072'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0545 ***********************************************************************
 TV0545  DESIGNATION -  LOLLIK
 TV0545  PID         -  TV0545
 TV0545  STATE/COUNTY-  VQ/ST THOMAS
 TV0545  COUNTRY     -  US
 TV0545  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0545
 TV0545                         *CURRENT SURVEY CONTROL
 TV0545  ______________________________________________________________________
 TV0545* NAD 83(1997) POSITION- 18 23 53.53360(N) 064 54 25.43064(W)   NO CHECK
 TV0545* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0545  ______________________________________________________________________
 TV0545  GEOID HEIGHT    -        -42.384 (meters)                     GEOID18
 TV0545  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 TV0545  HORZ ORDER      -  THIRD
 TV0545
 TV0545.The horizontal coordinates were established by classical geodetic methods
 TV0545.and adjusted by the National Geodetic Survey in May 1997.
 TV0545
 TV0545.No horizontal observational check was made to the station.
 TV0545
 TV0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0545
 TV0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0545.GEOID18 height accuracy estimate available here.
 TV0545
 TV0545.Click photographs - Photos may exist for this station.
 TV0545
 TV0545.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0545
 TV0545. The following values were computed from the NAD 83(1997) position.
 TV0545
 TV0545;                    North         East     Units Scale Factor Converg.
 TV0545;SPC PRVI     -   263,192.923   361,270.656   MT  0.99999806   +0 28 39.2
 TV0545;UTM  20      - 2,035,300.636   298,541.196   MT  1.00010177   -0 36 07.6
 TV0545
 TV0545:                Primary Azimuth Mark                     Grid Az
 TV0545:SPC PRVI     -  THATCH                                   125 55 15.8
 TV0545:UTM  20      -  THATCH                                   127 00 02.6
 TV0545
 TV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9854135300(NAD 83)
 TV0545
 TV0545|---------------------------------------------------------------------|
 TV0545| PID    Reference Object                     Distance      Geod. Az  |
 TV0545|                                                           dddmmss.s |
 TV0545| TV0496 THATCH                              APPROX. 7.4 KM 1262355.0 |
 TV0545| TV0497 MILLER ESTATE FLAGPOLE              APPROX. 8.9 KM 1424652.4 |
 TV0545| CE4866 LOLLIK RM 1                                        27220     |
 TV0545|---------------------------------------------------------------------|
 TV0545
 TV0545                          SUPERSEDED SURVEY CONTROL
 TV0545
 TV0545  NAD 83(1993)-  18 23 53.53713(N)    064 54 25.43761(W) AD(       ) 3
 TV0545  NAD 83(1986)-  18 23 53.50557(N)    064 54 25.39792(W) AD(       ) 3
 TV0545  PR          -  18 24 00.67139(N)    064 54 26.88493(W) AD(       ) 3
 TV0545  LMSL    (07/19/86)  215.0    (m)          705.     (f) VERT ANG       
 TV0545
 TV0545.Superseded values are not recommended for survey control.
 TV0545
 TV0545.NGS no longer adjusts projects to the PR datum.
 TV0545.See file dsdata.pdf to determine how the superseded data were derived.
 TV0545
 TV0545
 TV0545  HISTORY     - Date     Condition        Report By
 TV0545  HISTORY     - 1918     MONUMENTED       CGS
 TV0545  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0545
 TV0545                          STATION DESCRIPTION
 TV0545
 TV0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0545'MAIN SCHEME STATION LOLLIK IS ON THE EASTERN EDGE OF THE TOP
 TV0545'TO THE HIGHEST HILL OF THE ISLAND.
 TV0545'
 TV0545'MARKED BY A COPPER BOLT CEMENTED INTO ONE OF A CLUMP OF
 TV0545'LARGE BOULDERS.
 TV0545'
 TV0545'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE MARK
 TV0545'CEMENTED INTO A DRILL HOLE IN A 3-FOOT BY 2 FOOT BY 2 FOOT
 TV0545'BOULDER.  IT IS 24.4 FEET DISTANT AND IS N 87 DEG 40 MIN
 TV0545'W (T) FROM STATION.
 TV0545
 TV0545                          STATION RECOVERY (1926)
 TV0545
 TV0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0545'STATION NOT SEARCHED FOR.  USED HIGHEST POINT OF ISLAND FOR
 TV0545'OFFSHORE HYDROGRAPHY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0507 ***********************************************************************
 TV0507  DESIGNATION -  LONG 1918
 TV0507  PID         -  TV0507
 TV0507  STATE/COUNTY-  VQ/ST THOMAS
 TV0507  COUNTRY     -  US
 TV0507  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0507
 TV0507                         *CURRENT SURVEY CONTROL
 TV0507  ______________________________________________________________________
 TV0507* NAD 83(1997) POSITION- 18 18 09.91530(N) 064 52 40.63824(W)   ADJUSTED
 TV0507* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0507  ______________________________________________________________________
 TV0507  GEOID HEIGHT    -        -42.214 (meters)                     GEOID18
 TV0507  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 TV0507  HORZ ORDER      -  THIRD
 TV0507
 TV0507.The horizontal coordinates were established by classical geodetic methods
 TV0507.and adjusted by the National Geodetic Survey in May 1997.
 TV0507
 TV0507.The orthometric height was scaled from a topographic map.
 TV0507
 TV0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0507.GEOID18 height accuracy estimate available here.
 TV0507
 TV0507.Click photographs - Photos may exist for this station.
 TV0507
 TV0507.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0507
 TV0507. The following values were computed from the NAD 83(1997) position.
 TV0507
 TV0507;                    North         East     Units Scale Factor Converg.
 TV0507;SPC PRVI     -   252,654.450   364,436.069   MT  0.99999467   +0 29 12.0
 TV0507;UTM  20      - 2,024,703.427   301,508.052   MT  1.00008710   -0 35 23.8
 TV0507
 TV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0150824703(NAD 83)
 TV0507
 TV0507                          SUPERSEDED SURVEY CONTROL
 TV0507
 TV0507  NAD 83(1993)-  18 18 09.91449(N)    064 52 40.64323(W) AD(       ) 3
 TV0507  NAD 83(1986)-  18 18 09.88235(N)    064 52 40.60709(W) AD(       ) 3
 TV0507  PR          -  18 18 17.04273(N)    064 52 42.09721(W) AD(       ) 3
 TV0507
 TV0507.Superseded values are not recommended for survey control.
 TV0507
 TV0507.NGS no longer adjusts projects to the PR datum.
 TV0507.See file dsdata.pdf to determine how the superseded data were derived.
 TV0507
 TV0507_MARKER: Z = SEE DESCRIPTION
 TV0507_SETTING: 0 = UNSPECIFIED SETTING
 TV0507
 TV0507  HISTORY     - Date     Condition        Report By
 TV0507  HISTORY     - 1918     MONUMENTED       CGS
 TV0507  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0507  HISTORY     - 1954     SEE DESCRIPTION  USGS
 TV0507
 TV0507                          STATION DESCRIPTION
 TV0507
 TV0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0507'STATION LONG IS ON LONG POINT.  THIS POINT IS ABOUT 2.7 MILES
 TV0507'E OF EAST POINT LIGHT.  STATION WAS ESTABLISHED ON THE HIGH
 TV0507'BOLD POINT 3.5 METERS BACK FROM THE EDGE OF THE CLIFF AND
 TV0507'12 METERS FROM THE E SIDE OF THE POINT.
 TV0507'
 TV0507'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0507'OUTCROPPING ROCK PROJECTING 5 CENTIMETERS AND 0.4 METER IN DIAMETER.
 TV0507'
 TV0507'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED INTO A CREVICE
 TV0507'1 METER FROM EDGE OF CLIFF ON E SIDE OF POINT.
 TV0507
 TV0507                          STATION RECOVERY (1926)
 TV0507
 TV0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0507'STATION NOT SEARCHED FOR.  WHITEWASH PLACED ON ROCKS CLOSE TO SHORE.
 TV0507
 TV0507                          STATION RECOVERY (1954)
 TV0507
 TV0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TV0507'STATION WAS NOT FOUND.
 TV0507'
 TV0507'A.E.S.E.P. MARK WAS FOUND AT LOCATION ANSWERING DESCRIPTION OF
 TV0507'C AND GS LONG.  NO SIGN OF C AND GS MARK WAS FOUND.  THIS IS VERY
 TV0507'CLOSE TO CLIFF THAT IS BEING EATEN AWAY BY SEA SO THERE IS A
 TV0507'POSSIBILITY THAT IT MAY BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1501 ***********************************************************************
 TV1501  DESIGNATION -  LONG POINT
 TV1501  PID         -  TV1501
 TV1501  STATE/COUNTY-  VQ/ST CROIX
 TV1501  COUNTRY     -  US
 TV1501  USGS QUAD   -  LONG POINT (2013)
 TV1501
 TV1501                         *CURRENT SURVEY CONTROL
 TV1501  ______________________________________________________________________
 TV1501* NAD 83(1997) POSITION- 17 40 47.20748(N) 064 50 20.62757(W)   ADJUSTED
 TV1501* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1501  ______________________________________________________________________
 TV1501  GEOID HEIGHT    -        -41.296 (meters)                     GEOID18
 TV1501  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 TV1501  HORZ ORDER      -  THIRD
 TV1501
 TV1501.The horizontal coordinates were established by classical geodetic methods
 TV1501.and adjusted by the National Geodetic Survey in May 1997.
 TV1501
 TV1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1501
 TV1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1501.GEOID18 height accuracy estimate available here.
 TV1501
 TV1501.Click photographs - Photos may exist for this station.
 TV1501
 TV1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1501
 TV1501. The following values were computed from the NAD 83(1997) position.
 TV1501
 TV1501;                    North         East     Units Scale Factor Converg.
 TV1501;SPC PRVI     -   183,740.901   369,147.948   MT  1.00004029   +0 29 55.8
 TV1501;UTM  20      - 1,955,709.183   304,936.075   MT  1.00007046   -0 33 31.3
 TV1501
 TV1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0493655709(NAD 83)
 TV1501
 TV1501                          SUPERSEDED SURVEY CONTROL
 TV1501
 TV1501  NAD 83(1993)-  17 40 47.20547(N)    064 50 20.63765(W) AD(       ) 3
 TV1501  NAD 83(1986)-  17 40 47.19115(N)    064 50 20.61245(W) AD(       ) 3
 TV1501  LMSL    (05/31/90)    2.1    (m)            7.     (f) VERT ANG       
 TV1501
 TV1501.Superseded values are not recommended for survey control.
 TV1501
 TV1501.NGS no longer adjusts projects to the PR datum.
 TV1501.See file dsdata.pdf to determine how the superseded data were derived.
 TV1501
 TV1501_MARKER: DD = SURVEY DISK
 TV1501_SETTING: 66 = SET IN ROCK OUTCROP
 TV1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV1501+STABILITY: POSITION/ELEVATION WELL
 TV1501
 TV1501  HISTORY     - Date     Condition        Report By
 TV1501  HISTORY     - 1982     MONUMENTED       NOS
 TV1501
 TV1501                          STATION DESCRIPTION
 TV1501
 TV1501'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1501'THE STATION IS LOCATED ON LONG POINT ON THE SOUTH WEST SHORE OF
 TV1501'ST CROIX.
 TV1501'
 TV1501'TO REACH FROM THE POST OFFICE IN FREDERICKSTED GO SOUTH FOR 1,5 KM
 TV1501'(0.95 MI) TO A CROSS ROAD TURN LEFT AND GO EAST FOR 3.3 KM (2.05
 TV1501'MI) TO ASIDE ROAD RIGHT TURN RIGHT AND GO SOUTH FOR 2.5 KM (1,55
 TV1501'MI) TO A SPEED BUMP,CONTINUE FOR 0.6 KM (0.35 MI) TO A FORK
 TV1501'(LONG POINT DRIVE) KEEP RIGHT AND GO 0.4 KM (0.25 MI) TO END OF
 TV1501'ROAD AT HOUSE OWNED BY PHILIS VAN HORN AND STATION ON EXTREME
 TV1501'END OF POINT.(WALK TO WEST OF HOUSE TO SHORELINE, THEN SOUTH
 TV1501'WEST TO END OF POINT.
 TV1501'
 TV1501'THE STATION IS A C AND GS BRASS DISK---UNSTAMPED---,
 TV1501'SECURED IN A DRILL HOLE IN BEDROCK.
 TV1501'
 TV1501'IT IS LOCATED,
 TV1501'4.0 METERS (13.0 FT) NORTH FROM THE POINTS SOUTHERN END.
 TV1501'
 TV1501'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1501'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1502 ***********************************************************************
 TV1502  DESIGNATION -  LONG POINT RM 1
 TV1502  PID         -  TV1502
 TV1502  STATE/COUNTY-  VQ/ST CROIX
 TV1502  COUNTRY     -  US
 TV1502  USGS QUAD   -  LONG POINT (2013)
 TV1502
 TV1502                         *CURRENT SURVEY CONTROL
 TV1502  ______________________________________________________________________
 TV1502* NAD 83(1997) POSITION- 17 40 47.49718(N) 064 50 20.49889(W)   NO CHECK
 TV1502* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1502  ______________________________________________________________________
 TV1502  GEOID HEIGHT    -        -41.296 (meters)                     GEOID18
 TV1502  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 TV1502  HORZ ORDER      -  THIRD
 TV1502
 TV1502.The horizontal coordinates were established by classical geodetic methods
 TV1502.and adjusted by the National Geodetic Survey in May 1997.
 TV1502
 TV1502.No horizontal observational check was made to the station.
 TV1502
 TV1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1502
 TV1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1502.GEOID18 height accuracy estimate available here.
 TV1502
 TV1502.Click photographs - Photos may exist for this station.
 TV1502
 TV1502.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1502
 TV1502. The following values were computed from the NAD 83(1997) position.
 TV1502
 TV1502;                    North         East     Units Scale Factor Converg.
 TV1502;SPC PRVI     -   183,749.840   369,151.663   MT  1.00004028   +0 29 55.8
 TV1502;UTM  20      - 1,955,718.052   304,939.954   MT  1.00007044   -0 33 31.3
 TV1502
 TV1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0493955718(NAD 83)
 TV1502
 TV1502                          SUPERSEDED SURVEY CONTROL
 TV1502
 TV1502  NAD 83(1993)-  17 40 47.49517(N)    064 50 20.50897(W) AD(       ) 3
 TV1502  NAD 83(1986)-  17 40 47.48085(N)    064 50 20.48378(W) AD(       ) 3
 TV1502  LMSL    (05/31/90)    2.     (m)            7.     (f) VERT ANG       
 TV1502
 TV1502.Superseded values are not recommended for survey control.
 TV1502
 TV1502.NGS no longer adjusts projects to the PR datum.
 TV1502.See file dsdata.pdf to determine how the superseded data were derived.
 TV1502
 TV1502_MARKER: DD = SURVEY DISK
 TV1502_SETTING: 66 = SET IN ROCK OUTCROP
 TV1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV1502+STABILITY: POSITION/ELEVATION WELL
 TV1502
 TV1502  HISTORY     - Date     Condition        Report By
 TV1502  HISTORY     - 1982     MONUMENTED       NOS
 TV1502
 TV1502                          STATION DESCRIPTION
 TV1502
 TV1502'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1502'THE STATION IS LOCATED ON LONG POINT ON THE SOUTHWEST SHORE OF
 TV1502'ST CROIX.
 TV1502'
 TV1502'TO REACH FROM THE POST OFFICE IN FREDERICKSTED GO SOUTH FOR 1.5 KM
 TV1502'(0.95 MI) TO A CROSS ROAD TURN LEFT AND GO EAST FOR 3.3 KM (2.05
 TV1502'MI) TO A SIDE ROAD RIGHT TURN RIGHT AND GO SOUTH FOR 2.4 KM
 TV1502'(1.55 MI) TO A SPEED BUMP CONTINUE FOR 0.6 KM (0.35 MI) TO A FORK
 TV1502'(LONG POINT DRIVE) KEEP RIGHT AND GO 0.4 KM (0.25 MI) TO END OF
 TV1502'ROAD AT HOUSE AND STATION ON EXTREME END OF POINT.(WALK TO WEST
 TV1502'OF HOUSE TO SHORELINE THEN SOUTHWEST TO END OF POINT)
 TV1502'
 TV1502'THE STATION IS A NOS BRASS DISK STAMPED---LONG POINT RM 1---
 TV1502'CEMENTED IN A DRILL HOLE IN BEDROCK.
 TV1502'
 TV1502'IT IS LOCATED ,
 TV1502'13.3 METERS (43.5 FT) NORTH NORTHEAST FROM MOST SOUTH END OF
 TV1502'POINT.
 TV1502'
 TV1502'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1502'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0100 ***********************************************************************
 TV0100  DESIGNATION -  LONGFORD CHIMNEY
 TV0100  PID         -  TV0100
 TV0100  STATE/COUNTY-  VQ/ST CROIX
 TV0100  COUNTRY     -  US
 TV0100  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0100
 TV0100                         *CURRENT SURVEY CONTROL
 TV0100  ______________________________________________________________________
 TV0100* NAD 83(1997) POSITION- 17 42 53.82245(N) 064 41 44.22815(W)   NO CHECK
 TV0100  ______________________________________________________________________
 TV0100  GEOID HEIGHT    -        -41.170 (meters)                     GEOID18
 TV0100  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 TV0100  HORZ ORDER      -  THIRD
 TV0100
 TV0100.The horizontal coordinates were established by classical geodetic methods
 TV0100.and adjusted by the National Geodetic Survey in May 1997.
 TV0100
 TV0100.No horizontal observational check was made to the station.
 TV0100
 TV0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0100.GEOID18 height accuracy estimate available here.
 TV0100
 TV0100.Click photographs - Photos may exist for this station.
 TV0100
 TV0100.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0100
 TV0100. The following values were computed from the NAD 83(1997) position.
 TV0100
 TV0100;                    North         East     Units Scale Factor Converg.
 TV0100;SPC PRVI     -   187,771.932   384,329.639   MT  1.00003459   +0 32 37.4
 TV0100;UTM  20      - 1,959,459.014   320,189.611   MT  0.99999975   -0 30 57.9
 TV0100
 TV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2018959459(NAD 83)
 TV0100
 TV0100                          SUPERSEDED SURVEY CONTROL
 TV0100
 TV0100  NAD 83(1993)-  17 42 53.82070(N)    064 41 44.23791(W) AD(       ) 3
 TV0100  NAD 83(1986)-  17 42 53.80489(N)    064 41 44.21272(W) AD(       ) 3
 TV0100  PR          -  17 43 00.89791(N)    064 41 45.69577(W) AD(       ) 3
 TV0100
 TV0100.Superseded values are not recommended for survey control.
 TV0100
 TV0100.NGS no longer adjusts projects to the PR datum.
 TV0100.See file dsdata.pdf to determine how the superseded data were derived.
 TV0100
 TV0100
 TV0100  HISTORY     - Date     Condition        Report By
 TV0100  HISTORY     - UNK      MONUMENTED
 TV0100  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0100
 TV0100                          STATION DESCRIPTION
 TV0100
 TV0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0100'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0503 ***********************************************************************
 TV0503  DESIGNATION -  LONGITUDE PIER
 TV0503  PID         -  TV0503
 TV0503  STATE/COUNTY-  VQ/ST THOMAS
 TV0503  COUNTRY     -  US
 TV0503  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0503
 TV0503                         *CURRENT SURVEY CONTROL
 TV0503  ______________________________________________________________________
 TV0503* NAD 83(1997) POSITION- 18 20 22.63233(N) 064 55 47.52159(W)   ADJUSTED
 TV0503* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0503  ______________________________________________________________________
 TV0503  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TV0503  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 TV0503  HORZ ORDER      -  THIRD
 TV0503
 TV0503.The horizontal coordinates were established by classical geodetic methods
 TV0503.and adjusted by the National Geodetic Survey in May 1997.
 TV0503
 TV0503.The orthometric height was scaled from a topographic map.
 TV0503
 TV0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0503.GEOID18 height accuracy estimate available here.
 TV0503
 TV0503.Click photographs - Photos may exist for this station.
 TV0503
 TV0503.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0503
 TV0503. The following values were computed from the NAD 83(1997) position.
 TV0503
 TV0503;                    North         East     Units Scale Factor Converg.
 TV0503;SPC PRVI     -   256,688.917   358,914.503   MT  0.99999565   +0 28 13.5
 TV0503;UTM  20      - 2,028,841.423   296,062.735   MT  1.00011420   -0 36 26.8
 TV0503
 TV0503:                Primary Azimuth Mark                     Grid Az
 TV0503:SPC PRVI     -  EAST POINT LIGHTHOUSE                    158 50 52.8
 TV0503:UTM  20      -  EAST POINT LIGHTHOUSE                    159 55 33.1
 TV0503
 TV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9606228841(NAD 83)
 TV0503
 TV0503|---------------------------------------------------------------------|
 TV0503| PID    Reference Object                     Distance      Geod. Az  |
 TV0503|                                                           dddmmss.s |
 TV0503| TV0502 EAST POINT LIGHTHOUSE               APPROX. 2.3 KM 1591906.3 |
 TV0503|---------------------------------------------------------------------|
 TV0503
 TV0503                          SUPERSEDED SURVEY CONTROL
 TV0503
 TV0503  NAD 83(1993)-  18 20 22.63252(N)    064 55 47.52876(W) AD(       ) 3
 TV0503  NAD 83(1986)-  18 20 22.60571(N)    064 55 47.49382(W) AD(       ) 3
 TV0503  PR          -  18 20 29.76757(N)    064 55 48.97859(W) AD(       ) 3
 TV0503
 TV0503.Superseded values are not recommended for survey control.
 TV0503
 TV0503.NGS no longer adjusts projects to the PR datum.
 TV0503.See file dsdata.pdf to determine how the superseded data were derived.
 TV0503
 TV0503
 TV0503  HISTORY     - Date     Condition        Report By
 TV0503  HISTORY     - 1900     MONUMENTED       CGS
 TV0503  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TV0503  HISTORY     - 19950424 MARK NOT FOUND   USPSQD
 TV0503
 TV0503                          STATION DESCRIPTION
 TV0503
 TV0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0503'A MASONRY PIER ON THE S EDGE OF THE PARADE AT FORT CHRISTIAN,
 TV0503'CHARLETTE AMALIA, ST. THOMAS, AND NEAR THE EASTERN END OF THE
 TV0503'SALUTING BATTERY.
 TV0503'
 TV0503'IT IS SAID TO BE THE SAME PIER USED BY THE LONGITUDE PARTY A
 TV0503'NUMBER OF YEARS AGO.
 TV0503'
 TV0503'AT PRESENT IT IS USED TO SUPPORT A RAIN GAUGE AND HAS A LARGE
 TV0503'CIRCULAR CAVITY IN ITS CAP BLOCK, TO HOLD THE COPPER RECEPTACLE.
 TV0503
 TV0503                          STATION RECOVERY (1964)
 TV0503
 TV0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GWM)
 TV0503'STATION WAS SEARCHED FOR BUT COULD NOT BE RECOVERED IN SHORT TIME
 TV0503'ALLOTED.
 TV0503
 TV0503                          STATION RECOVERY (1995)
 TV0503
 TV0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5038 ***********************************************************************
 TZ5038  DESIGNATION -  LOUISENHOJ FLAGPOLE
 TZ5038  PID         -  TZ5038
 TZ5038  STATE/COUNTY-  VQ/ST THOMAS
 TZ5038  COUNTRY     -  US
 TZ5038  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5038
 TZ5038                         *CURRENT SURVEY CONTROL
 TZ5038  ______________________________________________________________________
 TZ5038* NAD 83(1997) POSITION- 18 21 03.72473(N) 064 55 29.01662(W)   ADJUSTED
 TZ5038  ______________________________________________________________________
 TZ5038  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 TZ5038  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 TZ5038  HORZ ORDER      -  THIRD
 TZ5038
 TZ5038.The horizontal coordinates were established by classical geodetic methods
 TZ5038.and adjusted by the National Geodetic Survey in May 1997.
 TZ5038
 TZ5038.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5038.GEOID18 height accuracy estimate available here.
 TZ5038
 TZ5038.Click photographs - Photos may exist for this station.
 TZ5038
 TZ5038.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5038
 TZ5038. The following values were computed from the NAD 83(1997) position.
 TZ5038
 TZ5038;                    North         East     Units Scale Factor Converg.
 TZ5038;SPC PRVI     -   257,956.750   359,447.402   MT  0.99999604   +0 28 19.3
 TZ5038;UTM  20      - 2,030,099.153   296,619.459   MT  1.00011139   -0 36 22.3
 TZ5038
 TZ5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9661930099(NAD 83)
 TZ5038
 TZ5038                          SUPERSEDED SURVEY CONTROL
 TZ5038
 TZ5038  NAD 83(1993)-  18 21 03.72285(N)    064 55 29.02679(W) AD(       ) 3
 TZ5038
 TZ5038.Superseded values are not recommended for survey control.
 TZ5038
 TZ5038.NGS no longer adjusts projects to the PR datum.
 TZ5038.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5038
 TZ5038_MARKER: 62 = FLAGPOLE
 TZ5038
 TZ5038  HISTORY     - Date     Condition        Report By
 TZ5038  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5038
 TZ5038                          STATION DESCRIPTION
 TZ5038
 TZ5038'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5038'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5038'IN THE CENTRAL PART OF THE ISLAND ABOUT 0.3 MI (0.5 KM) NORTH OF
 TZ5038'CHARLOTTE AMALIE ON A RIDGE EXTENDING EAST OF LEE HILL ON THE
 TZ5038'LOUISENHOJ ESTATE.  THE OBJECT IS A FLAGPOLE MOUNTED IN A ON A
 TZ5038'BUILDING TOWER.  THE POINT INTERSECTED WAS THE CENTER OF THE
 TZ5038'FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0485 ***********************************************************************
 TV0485  DESIGNATION -  LOVANGO
 TV0485  PID         -  TV0485
 TV0485  STATE/COUNTY-  VQ/ST JOHN
 TV0485  COUNTRY     -  US
 TV0485  USGS QUAD   -  CRUZ BAY (2013)
 TV0485
 TV0485                         *CURRENT SURVEY CONTROL
 TV0485  ______________________________________________________________________
 TV0485* NAD 83(1997) POSITION- 18 21 48.38100(N) 064 48 03.11121(W)   ADJUSTED
 TV0485* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0485  ______________________________________________________________________
 TV0485  GEOID HEIGHT    -        -42.229 (meters)                     GEOID18
 TV0485  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 TV0485  HORZ ORDER      -  THIRD
 TV0485
 TV0485.The horizontal coordinates were established by classical geodetic methods
 TV0485.and adjusted by the National Geodetic Survey in May 1997.
 TV0485
 TV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0485
 TV0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0485.GEOID18 height accuracy estimate available here.
 TV0485
 TV0485.Click photographs - Photos may exist for this station.
 TV0485
 TV0485.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0485
 TV0485. The following values were computed from the NAD 83(1997) position.
 TV0485
 TV0485;                    North         East     Units Scale Factor Converg.
 TV0485;SPC PRVI     -   259,441.957   372,526.097   MT  0.99999651   +0 30 38.8
 TV0485;UTM  20      - 2,031,338.083   309,724.872   MT  1.00004760   -0 34 03.1
 TV0485
 TV0485:                Primary Azimuth Mark                     Grid Az
 TV0485:SPC PRVI     -  MAY                                      188 58 24.2
 TV0485:UTM  20      -  MAY                                      190 03 06.1
 TV0485
 TV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0972431338(NAD 83)
 TV0485
 TV0485|---------------------------------------------------------------------|
 TV0485| PID    Reference Object                     Distance      Geod. Az  |
 TV0485|                                                           dddmmss.s |
 TV0485| TV0467 AMERICA                             APPROX. 5.5 KM 1011530.2 |
 TV0485| TV0474 SUGAR                               APPROX. 2.8 KM 1181344.2 |
 TV0485| TV0486 MAY                                 APPROX. 3.9 KM 1892903.0 |
 TV0485| CE4869 LOVANGO RM 1                                       34534     |
 TV0485|---------------------------------------------------------------------|
 TV0485
 TV0485                          SUPERSEDED SURVEY CONTROL
 TV0485
 TV0485  NAD 83(1993)-  18 21 48.38306(N)    064 48 03.11356(W) AD(       ) 3
 TV0485  NAD 83(1986)-  18 21 48.34858(N)    064 48 03.07705(W) AD(       ) 3
 TV0485  PR          -  18 21 55.51538(N)    064 48 04.57853(W) AD(       ) 3
 TV0485  LMSL    (07/19/86)   75.1    (m)          246.     (f) VERT ANG       
 TV0485
 TV0485.Superseded values are not recommended for survey control.
 TV0485
 TV0485.NGS no longer adjusts projects to the PR datum.
 TV0485.See file dsdata.pdf to determine how the superseded data were derived.
 TV0485
 TV0485_MARKER: Z = SEE DESCRIPTION
 TV0485_SETTING: 0 = UNSPECIFIED SETTING
 TV0485
 TV0485  HISTORY     - Date     Condition        Report By
 TV0485  HISTORY     - 1918     MONUMENTED       CGS
 TV0485  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0485  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0485
 TV0485                          STATION DESCRIPTION
 TV0485
 TV0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0485'STATION IS SITUATED ON THE HIGHEST PART OF THE EASTERN END
 TV0485'OF LOVANGO CAY.  THE STATION IS IN THE CENTER OF THE RIDGE.
 TV0485'
 TV0485'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN THE
 TV0485'TOP OF A 6-INCH SQUARE CONCRETE POST.
 TV0485'
 TV0485'REFERENCE MARK NO.1 IS A REGULATION BRASS DISK CEMENTED IN A
 TV0485'3-FOOT BY 2-FOOT BOULDER LYING ON THE NE EDGE OF THE RIDGE.
 TV0485
 TV0485                          STATION RECOVERY (1926)
 TV0485
 TV0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0485'STATION WAS NOT SEARCHED FOR.  HILL USED FOR OFF-SHORE WORK.
 TV0485
 TV0485                          STATION RECOVERY (1975)
 TV0485
 TV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0485'STATION AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.  ORIGINAL
 TV0485'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0145 ***********************************************************************
 TV0145  DESIGNATION -  LOWER LOVE CHIMNEY
 TV0145  PID         -  TV0145
 TV0145  STATE/COUNTY-  VQ/ST CROIX
 TV0145  COUNTRY     -  US
 TV0145  USGS QUAD   -  LONG POINT (2013)
 TV0145
 TV0145                         *CURRENT SURVEY CONTROL
 TV0145  ______________________________________________________________________
 TV0145* NAD 83(1997) POSITION- 17 43 16.80568(N) 064 48 29.73760(W)   ADJUSTED
 TV0145  ______________________________________________________________________
 TV0145  GEOID HEIGHT    -        -41.409 (meters)                     GEOID18
 TV0145  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 TV0145  HORZ ORDER      -  THIRD
 TV0145
 TV0145.The horizontal coordinates were established by classical geodetic methods
 TV0145.and adjusted by the National Geodetic Survey in May 1997.
 TV0145
 TV0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0145.GEOID18 height accuracy estimate available here.
 TV0145
 TV0145.Click photographs - Photos may exist for this station.
 TV0145
 TV0145.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0145
 TV0145. The following values were computed from the NAD 83(1997) position.
 TV0145
 TV0145;                    North         East     Units Scale Factor Converg.
 TV0145;SPC PRVI     -   188,368.806   372,375.142   MT  1.00003360   +0 30 30.5
 TV0145;UTM  20      - 1,960,276.810   308,248.278   MT  1.00005462   -0 33 02.1
 TV0145
 TV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0824860276(NAD 83)
 TV0145
 TV0145                          SUPERSEDED SURVEY CONTROL
 TV0145
 TV0145  NAD 83(1993)-  17 43 16.80395(N)    064 48 29.74732(W) AD(       ) 3
 TV0145  NAD 83(1986)-  17 43 16.78802(N)    064 48 29.72695(W) AD(       ) 3
 TV0145  PR          -  17 43 23.88207(N)    064 48 31.20164(W) AD(       ) 3
 TV0145
 TV0145.Superseded values are not recommended for survey control.
 TV0145
 TV0145.NGS no longer adjusts projects to the PR datum.
 TV0145.See file dsdata.pdf to determine how the superseded data were derived.
 TV0145
 TV0145
 TV0145  HISTORY     - Date     Condition        Report By
 TV0145  HISTORY     - UNK      MONUMENTED
 TV0145  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TV0145
 TV0145                          STATION DESCRIPTION
 TV0145
 TV0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0145'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0106 ***********************************************************************
 TV0106  DESIGNATION -  LUTHERAN CHURCH SPIRE
 TV0106  PID         -  TV0106
 TV0106  STATE/COUNTY-  VQ/ST CROIX
 TV0106  COUNTRY     -  US
 TV0106  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0106
 TV0106                         *CURRENT SURVEY CONTROL
 TV0106  ______________________________________________________________________
 TV0106* NAD 83(1997) POSITION- 17 44 37.27145(N) 064 42 19.56851(W)   ADJUSTED
 TV0106  ______________________________________________________________________
 TV0106  GEOID HEIGHT    -        -41.292 (meters)                     GEOID18
 TV0106  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 TV0106  HORZ ORDER      -  THIRD
 TV0106
 TV0106.The horizontal coordinates were established by classical geodetic methods
 TV0106.and adjusted by the National Geodetic Survey in May 1997.
 TV0106
 TV0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0106.GEOID18 height accuracy estimate available here.
 TV0106
 TV0106.Click photographs - Photos may exist for this station.
 TV0106
 TV0106.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0106
 TV0106. The following values were computed from the NAD 83(1997) position.
 TV0106
 TV0106;                    North         East     Units Scale Factor Converg.
 TV0106;SPC PRVI     -   190,942.445   383,258.337   MT  1.00003021   +0 32 26.3
 TV0106;UTM  20      - 1,962,648.709   319,177.184   MT  1.00000427   -0 31 11.6
 TV0106
 TV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1917762648(NAD 83)
 TV0106
 TV0106                          SUPERSEDED SURVEY CONTROL
 TV0106
 TV0106  NAD 83(1993)-  17 44 37.26976(N)    064 42 19.57841(W) AD(       ) 3
 TV0106  NAD 83(1986)-  17 44 37.25476(N)    064 42 19.55401(W) AD(       ) 3
 TV0106  PR          -  17 44 44.35096(N)    064 42 21.03677(W) AD(       ) 3
 TV0106
 TV0106.Superseded values are not recommended for survey control.
 TV0106
 TV0106.NGS no longer adjusts projects to the PR datum.
 TV0106.See file dsdata.pdf to determine how the superseded data were derived.
 TV0106
 TV0106
 TV0106  HISTORY     - Date     Condition        Report By
 TV0106  HISTORY     - UNK      MONUMENTED
 TV0106  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0106
 TV0106                          STATION DESCRIPTION
 TV0106
 TV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0106'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5039 ***********************************************************************
 TZ5039  DESIGNATION -  MAFOLIE MICROWAVE TOWER
 TZ5039  PID         -  TZ5039
 TZ5039  STATE/COUNTY-  VQ/ST THOMAS
 TZ5039  COUNTRY     -  US
 TZ5039  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5039
 TZ5039                         *CURRENT SURVEY CONTROL
 TZ5039  ______________________________________________________________________
 TZ5039* NAD 83(1997) POSITION- 18 21 05.44210(N) 064 55 41.09068(W)   ADJUSTED
 TZ5039* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5039  ______________________________________________________________________
 TZ5039  GEOID HEIGHT    -        -42.197 (meters)                     GEOID18
 TZ5039  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 TZ5039  HORZ ORDER      -  THIRD
 TZ5039
 TZ5039.The horizontal coordinates were established by classical geodetic methods
 TZ5039.and adjusted by the National Geodetic Survey in May 1997.
 TZ5039
 TZ5039.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5039
 TZ5039.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5039.GEOID18 height accuracy estimate available here.
 TZ5039
 TZ5039.Click photographs - Photos may exist for this station.
 TZ5039
 TZ5039.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5039
 TZ5039. The following values were computed from the NAD 83(1997) position.
 TZ5039
 TZ5039;                    North         East     Units Scale Factor Converg.
 TZ5039;SPC PRVI     -   258,006.632   359,092.496   MT  0.99999606   +0 28 15.5
 TZ5039;UTM  20      - 2,030,155.711   296,265.512   MT  1.00011317   -0 36 26.1
 TZ5039
 TZ5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9626530155(NAD 83)
 TZ5039
 TZ5039                          SUPERSEDED SURVEY CONTROL
 TZ5039
 TZ5039  NAD 83(1993)-  18 21 05.44021(N)    064 55 41.10076(W) AD(       ) 3
 TZ5039  LMSL    (07/06/94)  284.2    (m)          932.     (f) VERT ANG       
 TZ5039
 TZ5039.Superseded values are not recommended for survey control.
 TZ5039
 TZ5039.NGS no longer adjusts projects to the PR datum.
 TZ5039.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5039
 TZ5039_MARKER: 45 = MICROWAVE TOWER
 TZ5039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5039+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5039
 TZ5039  HISTORY     - Date     Condition        Report By
 TZ5039  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5039  HISTORY     - 20050130 GOOD             USPSQD
 TZ5039
 TZ5039                          STATION DESCRIPTION
 TZ5039
 TZ5039'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5039'THE STATION IS LOCATED IN THE CENTRAL PORTION OF ST THOMAS IN THE U.S.
 TZ5039'VIRGIN ISLANDS ABOUT 0.4 MI (0.6 KM) NORTH OF CHARLOTTE AMALIE NEAR
 TZ5039'THE MAFOLIE ESTATE ON LEE HILL.  THE OBJECT IS A TRUSSWORK STEEL
 TZ5039'TOWER WITH MICROWAVE DRUMS ON ITS WEST AND SOUTH FACINGS.  THE OBJECT
 TZ5039'OBSERVED WAS AN OBSTRUCTION LIGHT ON AN EXTENSION TO ELEVATE IT ABOVE
 TZ5039'THE MICROWAVE DRUMS.
 TZ5039
 TZ5039                          STATION RECOVERY (2005)
 TZ5039
 TZ5039'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0547 ***********************************************************************
 TV0547  DESIGNATION -  MAG 1918
 TV0547  PID         -  TV0547
 TV0547  STATE/COUNTY-  VQ/ST THOMAS
 TV0547  COUNTRY     -  US
 TV0547  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0547
 TV0547                         *CURRENT SURVEY CONTROL
 TV0547  ______________________________________________________________________
 TV0547* NAD 83(1997) POSITION- 18 22 36.12883(N) 064 57 09.30741(W)   NO CHECK
 TV0547* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0547  ______________________________________________________________________
 TV0547  GEOID HEIGHT    -        -42.310 (meters)                     GEOID18
 TV0547  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 TV0547  HORZ ORDER      -  THIRD
 TV0547
 TV0547.The horizontal coordinates were established by classical geodetic methods
 TV0547.and adjusted by the National Geodetic Survey in May 1997.
 TV0547
 TV0547.No horizontal observational check was made to the station.
 TV0547
 TV0547.The orthometric height was scaled from a topographic map.
 TV0547
 TV0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0547.GEOID18 height accuracy estimate available here.
 TV0547
 TV0547.Click photographs - Photos may exist for this station.
 TV0547
 TV0547.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0547
 TV0547. The following values were computed from the NAD 83(1997) position.
 TV0547
 TV0547;                    North         East     Units Scale Factor Converg.
 TV0547;SPC PRVI     -   260,773.644   356,480.072   MT  0.99999706   +0 27 47.9
 TV0547;UTM  20      - 2,032,971.759   293,705.326   MT  1.00012615   -0 36 56.9
 TV0547
 TV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9370532971(NAD 83)
 TV0547
 TV0547                          SUPERSEDED SURVEY CONTROL
 TV0547
 TV0547  NAD 83(1993)-  18 22 36.13085(N)    064 57 09.31668(W) AD(       ) 3
 TV0547  NAD 83(1986)-  18 22 36.10141(N)    064 57 09.27759(W) AD(       ) 3
 TV0547  PR          -  18 22 43.26511(N)    064 57 10.75656(W) AD(       ) 3
 TV0547
 TV0547.Superseded values are not recommended for survey control.
 TV0547
 TV0547.NGS no longer adjusts projects to the PR datum.
 TV0547.See file dsdata.pdf to determine how the superseded data were derived.
 TV0547
 TV0547_MARKER: Z = SEE DESCRIPTION
 TV0547_SETTING: 0 = UNSPECIFIED SETTING
 TV0547
 TV0547  HISTORY     - Date     Condition        Report By
 TV0547  HISTORY     - 1918     MONUMENTED       CGS
 TV0547  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0547
 TV0547                          STATION DESCRIPTION
 TV0547
 TV0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0547'STATION IS ON THE NORTH SHORE OF THE ISLAND OF ST. THOMAS, ON
 TV0547'THE WESTERN POINT OF MAGENS BAY.  THE STATION IS LOCATED ON A
 TV0547'HIGH ROCKY CLIFF AND ALSO THE HIGHEST OF THE TWO CLIFFS ON
 TV0547'THIS POINT.  IT IS THE FIRST POINT THAT IS SEEN ON LEAVING
 TV0547'MAGENS BAY.  FROM THIS CENTER, THE ENTIRE NE SHORE OF MAGENS
 TV0547'BAY CAN BE SEEN.  STATION IS MARKED BY A STANDARD BRASS DISK
 TV0547'CEMENTED IN A DRILL HOLE IN A DEPRESSION OF BEDROCK.
 TV0547'
 TV0547'A LARGE FLAT ROCK THAT APPEARS ON THE VERGE OF TOPPLING OVER
 TV0547'IS VERY CLOSE BY.  THE STATION IS ABOUT 50 FEET ABOVE HIGH WATER.
 TV0547
 TV0547                          STATION RECOVERY (1975)
 TV0547
 TV0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0547'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 TV0547'IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0139 ***********************************************************************
 TV0139  DESIGNATION -  MANNING
 TV0139  PID         -  TV0139
 TV0139  STATE/COUNTY-  VQ/ST CROIX
 TV0139  COUNTRY     -  US
 TV0139  USGS QUAD   -  LONG POINT (2013)
 TV0139
 TV0139                         *CURRENT SURVEY CONTROL
 TV0139  ______________________________________________________________________
 TV0139* NAD 83(1997) POSITION- 17 42 23.23600(N) 064 47 36.39255(W)   ADJUSTED
 TV0139* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0139  ______________________________________________________________________
 TV0139  GEOID HEIGHT    -        -41.303 (meters)                     GEOID18
 TV0139  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 TV0139  HORZ ORDER      -  THIRD
 TV0139
 TV0139.The horizontal coordinates were established by classical geodetic methods
 TV0139.and adjusted by the National Geodetic Survey in May 1997.
 TV0139
 TV0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0139
 TV0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0139.GEOID18 height accuracy estimate available here.
 TV0139
 TV0139.Click photographs - Photos may exist for this station.
 TV0139
 TV0139.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0139
 TV0139. The following values were computed from the NAD 83(1997) position.
 TV0139
 TV0139;                    North         East     Units Scale Factor Converg.
 TV0139;SPC PRVI     -   186,735.899   373,961.635   MT  1.00003593   +0 30 47.2
 TV0139;UTM  20      - 1,958,614.837   309,804.350   MT  1.00004727   -0 32 44.2
 TV0139
 TV0139:                Primary Azimuth Mark                     Grid Az
 TV0139:SPC PRVI     -  ADVENTURE MILL                           287 14 20.1
 TV0139:UTM  20      -  ADVENTURE MILL                           288 17 51.5
 TV0139
 TV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0980458614(NAD 83)
 TV0139
 TV0139|---------------------------------------------------------------------|
 TV0139| PID    Reference Object                     Distance      Geod. Az  |
 TV0139|                                                           dddmmss.s |
 TV0139| TV0186 LEBANON CHIMNEY                     APPROX. 5.3 KM 0070718.5 |
 TV0139| TV0138 MON BIJOU CHIMNEY                   APPROX. 4.6 KM 0080800.2 |
 TV0139| TV0125 MARYS FANCY CHIMNEY                 APPROX. 5.3 KM 0353646.2 |
 TV0139| TV0181 RATTAN CHIMNEY                      APPROX. 6.5 KM 0410331.1 |
 TV0139| TV0134 PROFIT MILL                         APPROX. 1.8 KM 0481233.1 |
 TV0139| TV0120 SION HILL CHIMNEY                   APPROX. 6.2 KM 0520122.1 |
 TV0139| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 4.9 KM 0584221.9 |
 TV0139| TV0117 SION FARM FAN MILL                  APPROX. 6.0 KM 0603904.7 |
 TV0139| TV0119 CASTLE COAKLEY MILL 2               APPROX. 5.5 KM 0691039.0 |
 TV0139| TV0115 WORK AND REST CHIMNEY               APPROX. 7.0 KM 0754306.2 |
 TV0139| TV0127 KRAUSSE                             APPROX. 3.1 KM 1201801.5 |
 TV0139| CE4881 MANNING RM 1                                       12256     |
 TV0139| CE4882 MANNING RM 2                                       16401     |
 TV0139| CE4883 MANNING RM 3                                       22056     |
 TV0139| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 2.9 KM 2360404.6 |
 TV0139| CE5407 CE5407                                             23712     |
 TV0139| TV0148 PARADISE MILL                       APPROX. 2.3 KM 2681426.7 |
 TV0139| TV0146 ADVENTURE MILL                      APPROX. 1.8 KM 2874507.3 |
 TV0139| TV0152 PLESSEN CHIMNEY                     APPROX. 3.2 KM 2944150.8 |
 TV0139| TV0154 GROVE PLACE CHIMNEY                 APPROX. 3.9 KM 3021038.2 |
 TV0139| TV0145 LOWER LOVE CHIMNEY                  APPROX. 2.3 KM 3162020.4 |
 TV0139| TV0144 HOLY CROSS CHURCH                   APPROX. 3.2 KM 3335640.2 |
 TV0139| TV0142 COLQUHOUN MT PLEASANT CHIMNEY       APPROX. 4.2 KM 3490042.6 |
 TV0139|---------------------------------------------------------------------|
 TV0139
 TV0139                          SUPERSEDED SURVEY CONTROL
 TV0139
 TV0139  NAD 83(1993)-  17 42 23.23426(N)    064 47 36.40227(W) AD(       ) 3
 TV0139  NAD 83(1986)-  17 42 23.21766(N)    064 47 36.38153(W) AD(       ) 3
 TV0139  PR          -  17 42 30.30817(N)    064 47 37.85766(W) AD(       ) 3
 TV0139  LMSL    (07/19/86)   60.9    (m)          200.     (f) VERT ANG       
 TV0139
 TV0139.Superseded values are not recommended for survey control.
 TV0139
 TV0139.NGS no longer adjusts projects to the PR datum.
 TV0139.See file dsdata.pdf to determine how the superseded data were derived.
 TV0139
 TV0139_MARKER: Z = SEE DESCRIPTION
 TV0139_SETTING: 0 = UNSPECIFIED SETTING
 TV0139
 TV0139  HISTORY     - Date     Condition        Report By
 TV0139  HISTORY     - 1919     MONUMENTED       CGS
 TV0139  HISTORY     - 1972     MARK NOT FOUND   NGS
 TV0139  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0139  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 TV0139
 TV0139                          STATION DESCRIPTION
 TV0139
 TV0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0139'STATION IS ON LONG RIDGE JUST N OF MANNING BAY ESTATE.  THE
 TV0139'STATION IS ON THE HIGHEST PART OF THE RIDGE, WHICH IS ABOUT 50
 TV0139'METERS FROM ITS WESTERN END.  MANAGER OF BETHLEHEM NEW WORK HOUSE
 TV0139'AND LEBANON CHIMNEY ARE ON RANGE.  BETTYS HOPE CHIMNEY
 TV0139'BAY MILL ARE NEARLY ON RANGE.
 TV0139'
 TV0139'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN DRILL
 TV0139'HOLE IN FLAT ROCK, 1 METER IN DIAMETER, LYING FLUSH WITH THE
 TV0139'GROUND.
 TV0139'
 TV0139'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN DRILL
 TV0139'HOLE IN 1/2-METER DIAMETER ROCK OUTCROPPING FLUSH WITH THE
 TV0139'GROUND IN CENTER OF THE RIDGE TO THE SE.
 TV0139'
 TV0139'REFERENCE MARK NO.2 IS A BRASS DISK CEMENTED IN A DRILL HOLE IN
 TV0139'A 1/4 BY 1/2-METER OUTCROPPING ROCK FLUSH WITH THE GROUND, ON
 TV0139'GENTLE SLOPE OF THE RIDGE TO THE S.
 TV0139'
 TV0139'REFERENCE MARK NO.3 IS A BRASS DISK CEMENTED IN A DRILL HOLE
 TV0139'IN A 1/2-METER DIAMETER ROCK OUTCROPPING FLUSH WITH THE GROUND
 TV0139'ON GENTLE SLOPE TO THE SW.
 TV0139'
 TV0139'TOP OF POLE - 3.67 METERS.
 TV0139
 TV0139                          STATION RECOVERY (1972)
 TV0139
 TV0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 TV0139'THIS STATION COULD NOT BE FOUND.  A THOROUGH SEARCH WAS MADE BUT
 TV0139'NONE OF THE MARKS COULD BE FOUND.
 TV0139'
 TV0139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH
 TV0139'WEST OF CHRISTIANSTED.
 TV0139
 TV0139                          STATION RECOVERY (1977)
 TV0139
 TV0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0139'STATION NOT RECOVERED AND BELIEVED DESTROYED DUE TO FAA HOUSING
 TV0139'PROJECT.
 TV0139'
 TV0139'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.9 MI. EAST
 TV0139'OF FREDERIKSTED.
 TV0139
 TV0139                          STATION RECOVERY (1995)
 TV0139
 TV0139'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0479 ***********************************************************************
 TV0479  DESIGNATION -  MARIA
 TV0479  PID         -  TV0479
 TV0479  STATE/COUNTY-  VQ/ST JOHN
 TV0479  COUNTRY     -  US
 TV0479  USGS QUAD   -  CRUZ BAY (2013)
 TV0479
 TV0479                         *CURRENT SURVEY CONTROL
 TV0479  ______________________________________________________________________
 TV0479* NAD 83(1997) POSITION- 18 18 54.08423(N) 064 47 27.72710(W)   ADJUSTED
 TV0479  ______________________________________________________________________
 TV0479  GEOID HEIGHT    -        -42.201 (meters)                     GEOID18
 TV0479  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 TV0479  HORZ ORDER      -  THIRD
 TV0479
 TV0479.The horizontal coordinates were established by classical geodetic methods
 TV0479.and adjusted by the National Geodetic Survey in May 1997.
 TV0479
 TV0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0479.GEOID18 height accuracy estimate available here.
 TV0479
 TV0479.Click photographs - Photos may exist for this station.
 TV0479
 TV0479.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0479
 TV0479. The following values were computed from the NAD 83(1997) position.
 TV0479
 TV0479;                    North         East     Units Scale Factor Converg.
 TV0479;SPC PRVI     -   254,092.618   373,612.890   MT  0.99999495   +0 30 49.9
 TV0479;UTM  20      - 2,025,968.986   310,710.922   MT  1.00004298   -0 33 46.7
 TV0479
 TV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1071025968(NAD 83)
 TV0479
 TV0479                          SUPERSEDED SURVEY CONTROL
 TV0479
 TV0479  NAD 83(1993)-  18 18 54.08483(N)    064 47 27.72873(W) AD(       ) 3
 TV0479  NAD 83(1986)-  18 18 54.05099(N)    064 47 27.69318(W) AD(       ) 3
 TV0479  PR          -  18 19 01.21521(N)    064 47 29.19768(W) AD(       ) 3
 TV0479
 TV0479.Superseded values are not recommended for survey control.
 TV0479
 TV0479.NGS no longer adjusts projects to the PR datum.
 TV0479.See file dsdata.pdf to determine how the superseded data were derived.
 TV0479
 TV0479
 TV0479  HISTORY     - Date     Condition        Report By
 TV0479  HISTORY     - 1918     MONUMENTED       CGS
 TV0479  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0479
 TV0479                          STATION DESCRIPTION
 TV0479
 TV0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0479'STATION IS SITUATED ON THE FLAT GRASS AND BRUSH COVERED PART
 TV0479'OF MARIA BLUFF.  THERE ARE TWO CHIMNEY ROCKS ON THE OUTER EDGE
 TV0479'OF THE POINT.  THE STATION IS DIRECTLY BEHIND THE WESTERN ONE AND
 TV0479'ABOUT 75 METERS FROM IT.
 TV0479'
 TV0479'STATION WAS NOT MARKED.
 TV0479'
 TV0479'REFERENCE MARK NO.1 IS A REGULAR BRASS REFERENCE MARK CEMENTED
 TV0479'IN THE ROCK ON THE SE EDGE OF THE CLIFF.  IT BEARS S 38 DEG E AND
 TV0479'IS DISTANT 1.6 METERS FROM THE STATION.
 TV0479
 TV0479                          STATION RECOVERY (1926)
 TV0479
 TV0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0479'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0458 ***********************************************************************
 TV0458  DESIGNATION -  MARMIE
 TV0458  PID         -  TV0458
 TV0458  STATE/COUNTY-  VQ/ST JOHN
 TV0458  COUNTRY     -  US
 TV0458  USGS QUAD   -  CORAL BAY (2013)
 TV0458
 TV0458                         *CURRENT SURVEY CONTROL
 TV0458  ______________________________________________________________________
 TV0458* NAD 83(1997) POSITION- 18 20 52.15386(N) 064 44 22.19553(W)   ADJUSTED
 TV0458* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0458  ______________________________________________________________________
 TV0458  GEOID HEIGHT    -        -42.190 (meters)                     GEOID18
 TV0458  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 TV0458  HORZ ORDER      -  THIRD
 TV0458
 TV0458.The horizontal coordinates were established by classical geodetic methods
 TV0458.and adjusted by the National Geodetic Survey in May 1997.
 TV0458
 TV0458.The orthometric height was scaled from a topographic map.
 TV0458
 TV0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0458.GEOID18 height accuracy estimate available here.
 TV0458
 TV0458.Click photographs - Photos may exist for this station.
 TV0458
 TV0458.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0458
 TV0458. The following values were computed from the NAD 83(1997) position.
 TV0458
 TV0458;                    North         East     Units Scale Factor Converg.
 TV0458;SPC PRVI     -   257,772.197   379,027.263   MT  0.99999593   +0 31 47.9
 TV0458;UTM  20      - 2,029,546.244   316,193.708   MT  1.00001768   -0 32 51.8
 TV0458
 TV0458:                Primary Azimuth Mark                     Grid Az
 TV0458:SPC PRVI     -  MARY                                     341 32 44.5
 TV0458:UTM  20      -  MARY                                     342 37 24.2
 TV0458
 TV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1619329546(NAD 83)
 TV0458
 TV0458|---------------------------------------------------------------------|
 TV0458| PID    Reference Object                     Distance      Geod. Az  |
 TV0458|                                                           dddmmss.s |
 TV0458| TV0460 MARY                                APPROX. 2.6 KM 3420432.4 |
 TV0458|---------------------------------------------------------------------|
 TV0458
 TV0458                          SUPERSEDED SURVEY CONTROL
 TV0458
 TV0458  NAD 83(1993)-  18 20 52.15573(N)    064 44 22.19663(W) AD(       ) 3
 TV0458  NAD 83(1986)-  18 20 52.12048(N)    064 44 22.16166(W) AD(       ) 3
 TV0458  PR          -  18 20 59.28607(N)    064 44 23.66892(W) AD(       ) 3
 TV0458
 TV0458.Superseded values are not recommended for survey control.
 TV0458
 TV0458.NGS no longer adjusts projects to the PR datum.
 TV0458.See file dsdata.pdf to determine how the superseded data were derived.
 TV0458
 TV0458
 TV0458  HISTORY     - Date     Condition        Report By
 TV0458  HISTORY     - UNK      MONUMENTED
 TV0458  HISTORY     - 1946     SEE DESCRIPTION  IAGS
 TV0458
 TV0458                          STATION DESCRIPTION
 TV0458
 TV0458'DESCRIBED BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0458'STATION IS A STANDARD BRASS TRIANGULATION DISK, SET IN A 6- BY 6- BY
 TV0458'6-IN. CONCRETE MONUMENT ON THE HIGHEST POINT OF MARMIE HILL.  THE
 TV0458'TOP OF THE HILL IS THICKLY WOODED WITH BRUSH UP TO 30 FT. IN
 TV0458'HEIGHT.  MARMIE HILL IS ABOUT 5 MI. FROM CRUZ BAY ON CENTER ROAD,
 TV0458'AND THE HILLTOP LIES ABOUT 300 FT. NW OF THE INTERSECTION OF
 TV0458'BORDEAUX ROAD AND CENTER ROAD.
 TV0458'
 TV0458'IT IS BEST TO APPROACH THE STATION FROM THE N, FROM A POINT
 TV0458'WHERE THE CENTER ROAD CROSSES THE RIDGE ABOUT 300 FT. N OF THE
 TV0458'HILLTOP.
 TV0458'
 TV0458'REFERENCE MARKS ARE STANDARD BRASS DISKS, SET IN 6- BY 6- BY
 TV0458'6-IN. CONCRETE MONUMENTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1503 ***********************************************************************
 TV1503  DESIGNATION -  MARTIN MARIETTA
 TV1503  PID         -  TV1503
 TV1503  STATE/COUNTY-  VQ/ST CROIX
 TV1503  COUNTRY     -  US
 TV1503  USGS QUAD   -  LONG POINT (2013)
 TV1503
 TV1503                         *CURRENT SURVEY CONTROL
 TV1503  ______________________________________________________________________
 TV1503* NAD 83(1997) POSITION- 17 41 17.95839(N) 064 45 55.96509(W)   ADJUSTED
 TV1503* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1503  ______________________________________________________________________
 TV1503  GEOID HEIGHT    -        -41.233 (meters)                     GEOID18
 TV1503  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 TV1503  HORZ ORDER      -  THIRD
 TV1503
 TV1503.The horizontal coordinates were established by classical geodetic methods
 TV1503.and adjusted by the National Geodetic Survey in May 1997.
 TV1503
 TV1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1503
 TV1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1503.GEOID18 height accuracy estimate available here.
 TV1503
 TV1503.Click photographs - Photos may exist for this station.
 TV1503
 TV1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1503
 TV1503. The following values were computed from the NAD 83(1997) position.
 TV1503
 TV1503;                    North         East     Units Scale Factor Converg.
 TV1503;SPC PRVI     -   184,755.766   376,939.129   MT  1.00003887   +0 31 18.6
 TV1503;UTM  20      - 1,956,580.027   312,744.762   MT  1.00003355   -0 32 11.8
 TV1503
 TV1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1274456580(NAD 83)
 TV1503
 TV1503                          SUPERSEDED SURVEY CONTROL
 TV1503
 TV1503  NAD 83(1993)-  17 41 17.95625(N)    064 45 55.97509(W) AD(       ) 3
 TV1503  NAD 83(1986)-  17 41 17.94279(N)    064 45 55.94911(W) AD(       ) 3
 TV1503  LMSL    (05/31/90)    1.3    (m)            4.     (f) VERT ANG       
 TV1503
 TV1503.Superseded values are not recommended for survey control.
 TV1503
 TV1503.NGS no longer adjusts projects to the PR datum.
 TV1503.See file dsdata.pdf to determine how the superseded data were derived.
 TV1503
 TV1503_MARKER: DD = SURVEY DISK
 TV1503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TV1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1503+STABILITY: SURFACE MOTION
 TV1503
 TV1503  HISTORY     - Date     Condition        Report By
 TV1503  HISTORY     - 1982     MONUMENTED       NOS
 TV1503
 TV1503                          STATION DESCRIPTION
 TV1503
 TV1503'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1503'THE STATION IS LOCATED ON A SPIT OF MAN MADE LAND DIRECTLY SOUTH
 TV1503'OF THE MARTIN MARIETTA PLANT AT SOUTH CENTER PORTION OF ST CROIX.
 TV1503'
 TV1503'TO REACH FROM THE ST CROIX AIRPORT GO EAST THEN NORTH ON MAIN
 TV1503'ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD AT STOPLIGHT,TURN RIGHT
 TV1503'AND GO EAST ON NEW HIGHWAY FOR 1.6 KM (1.0 MI) TO A SIDE ROAD
 TV1503'RIGHT AT MARTIN MARIETTA PLANT TURN RIGHT AND GO SOUTH FOR 0.3 KM
 TV1503'(0.2 MI) TO GUARD HOUSE.CONTINUE FOR 0.8 KM (0.5 MI) TO A REVERSE
 TV1503'FORK RIGHT KEEP LEFT AND GO FOR 0.6 KM (0.35 MI) TO A GUARD HOUSE
 TV1503'(GET KEY FOR JETTY ROAD HERE) PASS GUARD HOUSE AND GO FOR 0.3 KM
 TV1503'(0.1 MI) TO A SIDE ROAD RIGHT TURN RIGHT AND GO WEST FOR 0.3 KM
 TV1503'(0.2 MI) TO A SIDE ROAD LEFT AND SIGN (I TAKE PRIDE IN MY WORK)
 TV1503'TURN LEFT AND GO 0.1 KM (0.05 MI) TO A STOP SIGN,GO FOR 0.2 KM
 TV1503'(0.15 MI) TO A CONVEYOR (THIS AREA UNDER CONSTRUCTION) GO SOUTH
 TV1503'WEST THROUGH CONSTRUCTION AREA FOR 0.2 KM (0.1 MI) TO A ROAD AT
 TV1503'LOWER LEVEL. GET ON LOWER ROAD AND GO SOUTHERLY FOR 1.4 KM (0.9
 TV1503'MI) TO A GATE, CONTINUE SOUTH FOR 0.7 KM (0.45 MI) TO A FORK KEEP
 TV1503'LEFT ON FORK (SOUTH) FOR 0.1 KM (0.05 MI) TO A FORK, KEEP LEFT
 TV1503'(SOUTH) FOR 0.2 KM (0.1 MI) TO STATION AT END OF ROAD.
 TV1503'
 TV1503'THE STATION IS A NOS ALUMINUM DISK STAMPED---MARTIN MARIETTA
 TV1503'1982---,
 TV1503'AFFIXED TOTHE TOP OF A 1.1 METER ALUMINUM ROD EMBEDED IN CONCRETE
 TV1503'PROJECTING 3 INCHES,
 TV1503'
 TV1503'IT IS LOCATED,
 TV1503'8.2 METERS (27.0 FT) NORTH FROM WATERS EDGE,
 TV1503'11.0 METERS (36.0 FT) WEST FROM WATERS EDGE.
 TV1503'
 TV1503'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS.
 TV1503'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0460 ***********************************************************************
 TV0460  DESIGNATION -  MARY
 TV0460  PID         -  TV0460
 TV0460  STATE/COUNTY-  VQ/ST JOHN
 TV0460  COUNTRY     -  US
 TV0460  USGS QUAD   -  CORAL BAY (2013)
 TV0460
 TV0460                         *CURRENT SURVEY CONTROL
 TV0460  ______________________________________________________________________
 TV0460* NAD 83(1997) POSITION- 18 22 14.15735(N) 064 44 49.97626(W)   ADJUSTED
 TV0460* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0460  ______________________________________________________________________
 TV0460  GEOID HEIGHT    -        -42.242 (meters)                     GEOID18
 TV0460  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 TV0460  HORZ ORDER      -  THIRD
 TV0460
 TV0460.The horizontal coordinates were established by classical geodetic methods
 TV0460.and adjusted by the National Geodetic Survey in May 1997.
 TV0460
 TV0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0460
 TV0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0460.GEOID18 height accuracy estimate available here.
 TV0460
 TV0460.Click photographs - Photos may exist for this station.
 TV0460
 TV0460.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0460
 TV0460. The following values were computed from the NAD 83(1997) position.
 TV0460
 TV0460;                    North         East     Units Scale Factor Converg.
 TV0460;SPC PRVI     -   260,285.809   378,188.448   MT  0.99999680   +0 31 39.2
 TV0460;UTM  20      - 2,032,075.251   315,402.315   MT  1.00002129   -0 33 02.9
 TV0460
 TV0460:                Primary Azimuth Mark                     Grid Az
 TV0460:SPC PRVI     -  MARMIE                                   161 32 44.5
 TV0460:UTM  20      -  MARMIE                                   162 37 26.6
 TV0460
 TV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1540232075(NAD 83)
 TV0460
 TV0460|---------------------------------------------------------------------|
 TV0460| PID    Reference Object                     Distance      Geod. Az  |
 TV0460|                                                           dddmmss.s |
 TV0460| CE5348 MARY RM 2                                          03927     |
 TV0460| TV0458 MARMIE                              APPROX. 2.6 KM 1620423.7 |
 TV0460| TV0467 AMERICA                             APPROX. 1.9 KM 1890323.8 |
 TV0460| TV0474 SUGAR                               APPROX. 3.8 KM 2361755.3 |
 TV0460| CE5347 MARY RM 1                                          25640     |
 TV0460|---------------------------------------------------------------------|
 TV0460
 TV0460                          SUPERSEDED SURVEY CONTROL
 TV0460
 TV0460  NAD 83(1993)-  18 22 14.15974(N)    064 44 49.97746(W) AD(       ) 3
 TV0460  NAD 83(1986)-  18 22 14.12409(N)    064 44 49.94217(W) AD(       ) 3
 TV0460  PR          -  18 22 21.29228(N)    064 44 51.44862(W) AD(       ) 3
 TV0460  LMSL    (07/19/86)  174.3    (m)          572.     (f) VERT ANG       
 TV0460
 TV0460.Superseded values are not recommended for survey control.
 TV0460
 TV0460.NGS no longer adjusts projects to the PR datum.
 TV0460.See file dsdata.pdf to determine how the superseded data were derived.
 TV0460
 TV0460_MARKER: Z = SEE DESCRIPTION
 TV0460_SETTING: 0 = UNSPECIFIED SETTING
 TV0460
 TV0460  HISTORY     - Date     Condition        Report By
 TV0460  HISTORY     - 1918     MONUMENTED       CGS
 TV0460  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0460  HISTORY     - 1946     SEE DESCRIPTION  IAGS
 TV0460
 TV0460                          STATION DESCRIPTION
 TV0460
 TV0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0460'STATION IS SITUATED ON THE HIGHEST PART OF THE WESTERN HILL
 TV0460'OF MARY POINT AND IS IN THE CENTER OF THE RIDGE.
 TV0460'
 TV0460'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A DRILL
 TV0460'HOLE IN A SMALL ROCK PROJECTING 3 INCHES ABOVE THE SURFACE.
 TV0460'
 TV0460'REFERENCE MARK NO.1, A REGULATION BRASS DISK CEMENTED IN CRACK
 TV0460'IN LEDGE ON SIDE OF OUTCROPPING ROCK ON RIDGE TO WESTWARD.
 TV0460'
 TV0460'REFERENCE MARK NO.2, A REGULATION BRASS DISK CEMENTED IN A DRILL
 TV0460'HOLE IN A LARGE FLAT-TOPPED ROCK ON N SIDE OF RIDGE.  THE ARROW
 TV0460'POINTS ABOUT 10 DEG TO THE WESTWARD OF THE STATION.
 TV0460'
 TV0460'HIGHEST PART OF JOST VAN DYKE AND LOW SADDLE ON WESTERN END OF
 TV0460'GREAT THATCH ISLAND ARE ON RANGE.
 TV0460
 TV0460                          STATION RECOVERY (1924)
 TV0460
 TV0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0460'NO ATTEMPT WAS MADE AT PHYSICAL RECOVERY.  HIGHEST PART OF HILL
 TV0460'USED AS STATION IN HYDROGRAPHY.
 TV0460
 TV0460                          STATION RECOVERY (1946)
 TV0460
 TV0460'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0460'STATION IS A STANDARD BRASS DISK CEMENTED IN A SMALL ROCK ON
 TV0460'HIGHEST POINT OF THE W HILL OF MARY POINT.  HILLTOP IS LIGHTLY
 TV0460'COVERED WITH BRUSH.
 TV0460'
 TV0460'TO REACH STATION, PROCEED TO MARY POINT ESTATE BY BOAT OR ROAD,
 TV0460'THENCE TO A PASTURE ON THE S SIDE OF THE RIDGE FORMING THE
 TV0460'BACKBONE OF MARY POINT.  THIS OPEN PASTURELAND EXTENDS TO THE
 TV0460'TOP OF RIDGE ABOUT 1/5 MI. E OF THE STATION.  THEN PROCEED W
 TV0460'ALONG THE RIDGETOP TO THE HILLTOP AND THE STATION.
 TV0460'
 TV0460'REFERENCE MARK 1 IS A STANDARD BRASS DISK, SET IN A LEDGE ON
 TV0460'THE SIDE OF A LARGE ROCK OUTCROP.
 TV0460'
 TV0460'REFERENCE MARK 2 IS A STANDARD BRASS DISK, SET IN THE TOP OF A
 TV0460'LARGE FLAT ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0486 ***********************************************************************
 TV0486  DESIGNATION -  MAY
 TV0486  PID         -  TV0486
 TV0486  STATE/COUNTY-  VQ/ST JOHN
 TV0486  COUNTRY     -  US
 TV0486  USGS QUAD   -  CRUZ BAY (2013)
 TV0486
 TV0486                         *CURRENT SURVEY CONTROL
 TV0486  ______________________________________________________________________
 TV0486* NAD 83(1997) POSITION- 18 19 43.23504(N) 064 48 25.00229(W)   ADJUSTED
 TV0486* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0486  ______________________________________________________________________
 TV0486  GEOID HEIGHT    -        -42.190 (meters)                     GEOID18
 TV0486  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 TV0486  HORZ ORDER      -  THIRD
 TV0486
 TV0486.The horizontal coordinates were established by classical geodetic methods
 TV0486.and adjusted by the National Geodetic Survey in May 1997.
 TV0486
 TV0486.The orthometric height was scaled from a topographic map.
 TV0486
 TV0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0486.GEOID18 height accuracy estimate available here.
 TV0486
 TV0486.Click photographs - Photos may exist for this station.
 TV0486
 TV0486.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0486
 TV0486. The following values were computed from the NAD 83(1997) position.
 TV0486
 TV0486;                    North         East     Units Scale Factor Converg.
 TV0486;SPC PRVI     -   255,588.711   371,917.637   MT  0.99999532   +0 30 32.0
 TV0486;UTM  20      - 2,027,496.759   309,044.004   MT  1.00005081   -0 34 06.2
 TV0486
 TV0486:                Primary Azimuth Mark                     Grid Az
 TV0486:SPC PRVI     -  JAMES                                    212 24 27.8
 TV0486:UTM  20      -  JAMES                                    213 29 06.0
 TV0486
 TV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0904427496(NAD 83)
 TV0486
 TV0486|---------------------------------------------------------------------|
 TV0486| PID    Reference Object                     Distance      Geod. Az  |
 TV0486|                                                           dddmmss.s |
 TV0486| TV0482 ST JOHN GOVERNMENT HOUSE GABLE      APPROX. 1.3 KM 0713133.7 |
 TV0486| TV0479 MARIA                               APPROX. 2.3 KM 1315616.3 |
 TV0486| CE5357 MAY RM 2                                           14654     |
 TV0486| TV0489 JAMES                               APPROX. 3.8 KM 2125459.8 |
 TV0486| TV0494 DECK 1918                           APPROX. 4.5 KM 2450936.3 |
 TV0486| TV0497 MILLER ESTATE FLAGPOLE              APPROX. 5.3 KM 2765040.5 |
 TV0486| CE5356 MAY RM 1                                           28042     |
 TV0486|---------------------------------------------------------------------|
 TV0486
 TV0486                          SUPERSEDED SURVEY CONTROL
 TV0486
 TV0486  NAD 83(1993)-  18 19 43.23606(N)    064 48 25.00454(W) AD(       ) 3
 TV0486  NAD 83(1986)-  18 19 43.20238(N)    064 48 24.96861(W) AD(       ) 3
 TV0486  PR          -  18 19 50.36589(N)    064 48 26.46909(W) AD(       ) 3
 TV0486
 TV0486.Superseded values are not recommended for survey control.
 TV0486
 TV0486.NGS no longer adjusts projects to the PR datum.
 TV0486.See file dsdata.pdf to determine how the superseded data were derived.
 TV0486
 TV0486_MARKER: DS = TRIANGULATION STATION DISK
 TV0486_SETTING: 80 = SET IN A BOULDER
 TV0486_MARK LOGO: CGS
 TV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0486+STABILITY: SURFACE MOTION
 TV0486
 TV0486  HISTORY     - Date     Condition        Report By
 TV0486  HISTORY     - 1918     MONUMENTED       CGS
 TV0486  HISTORY     - 1926     GOOD             CGS
 TV0486  HISTORY     - 1973     GOOD             NGS
 TV0486  HISTORY     - 20220727 GOOD             USPSQD
 TV0486
 TV0486                          STATION DESCRIPTION
 TV0486
 TV0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0486'STATION IS SITUATED ON THE SOUTHERN END OF STEVEN MAY CAY, LYING
 TV0486'BETWEEN ST. JOHN ISLAND AND ST. THOMAS ISLAND.  STATION IS ON THE
 TV0486'HIGHEST PART OF THE ISLAND AND IS 3 METERS FROM SOUTHERN
 TV0486'CLIFF.  IT IS IN THE MIDDLE OF THE END OF THE ISLAND IN AN E-W
 TV0486'DIRECTION.
 TV0486'
 TV0486'A LARGE DETACHED ROCK LIES ABOUT TWENTY METERS OFF THE SOUTHERN
 TV0486'END OF THE ISLAND.
 TV0486'
 TV0486'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A DRILL
 TV0486'HOLE IN A FLAT SMOOTH-TOPPED BOULDER ABOUT 1 FOOT BY 1 FOOT
 TV0486'WHOSE SURFACE IS 3 CENTIMETERS ABOVE GROUND.
 TV0486'
 TV0486'REFERENCE MARK NO. 1 IS A REGULAR BRASS DISK CEMENTED IN A
 TV0486'CRACK IN THE OUTCROPPING ROCK ON THE EXTREME W TIP OF THE S END
 TV0486'OF THE ISLAND.
 TV0486'
 TV0486'REFERENCE MARK NO. 2 IS A REGULAR BRASS DISK CEMENTED IN A
 TV0486'DEPRESSION IN BEDROCK ON THE SE CORNER OF THE ISLAND.
 TV0486
 TV0486                          STATION RECOVERY (1926)
 TV0486
 TV0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0486'STATION FOUND AS DESCRIBED.
 TV0486
 TV0486                          STATION RECOVERY (1973)
 TV0486
 TV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0486'STATION WAS FOUND AS DESCRIBED.
 TV0486'
 TV0486'REFERENCE MARK NO. 1 WAS FOUND TO BE DEFECTIVE AND WAS REMOVED.
 TV0486'
 TV0486'REFERENCE MARK NO. 2 WAS NOT FOUND.
 TV0486
 TV0486                          STATION RECOVERY (2022)
 TV0486
 TV0486'RECOVERY NOTE BY US POWER SQUADRON 2022 (SEB)
 TV0486'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0497 ***********************************************************************
 TV0497  DESIGNATION -  MILLER ESTATE FLAGPOLE
 TV0497  PID         -  TV0497
 TV0497  STATE/COUNTY-  VQ/ST THOMAS
 TV0497  COUNTRY     -  US
 TV0497  USGS QUAD   -  CRUZ BAY (2013)
 TV0497
 TV0497                         *CURRENT SURVEY CONTROL
 TV0497  ______________________________________________________________________
 TV0497* NAD 83(1997) POSITION- 18 20 03.56375(N) 064 51 22.54348(W)   ADJUSTED
 TV0497  ______________________________________________________________________
 TV0497  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 TV0497  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 TV0497  HORZ ORDER      -  THIRD
 TV0497
 TV0497.The horizontal coordinates were established by classical geodetic methods
 TV0497.and adjusted by the National Geodetic Survey in May 1997.
 TV0497
 TV0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0497.GEOID18 height accuracy estimate available here.
 TV0497
 TV0497.Click photographs - Photos may exist for this station.
 TV0497
 TV0497.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0497
 TV0497. The following values were computed from the NAD 83(1997) position.
 TV0497
 TV0497;                    North         East     Units Scale Factor Converg.
 TV0497;SPC PRVI     -   256,168.105   366,699.324   MT  0.99999549   +0 29 36.4
 TV0497;UTM  20      - 2,028,174.218   303,837.155   MT  1.00007574   -0 35 02.7
 TV0497
 TV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0383728174(NAD 83)
 TV0497
 TV0497                          SUPERSEDED SURVEY CONTROL
 TV0497
 TV0497  NAD 83(1993)-  18 20 03.56452(N)    064 51 22.54770(W) AD(       ) 3
 TV0497  NAD 83(1986)-  18 20 03.53168(N)    064 51 22.51094(W) AD(       ) 3
 TV0497  PR          -  18 20 10.69599(N)    064 51 24.00481(W) AD(       ) 3
 TV0497
 TV0497.Superseded values are not recommended for survey control.
 TV0497
 TV0497.NGS no longer adjusts projects to the PR datum.
 TV0497.See file dsdata.pdf to determine how the superseded data were derived.
 TV0497
 TV0497
 TV0497  HISTORY     - Date     Condition        Report By
 TV0497  HISTORY     - 1918     MONUMENTED       CGS
 TV0497
 TV0497                          STATION DESCRIPTION
 TV0497
 TV0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0497'FLAGPOLE AT THE HOUSE ON SMITHS BAY, ESTATE OWNED BY V. MILLER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0488 ***********************************************************************
 TV0488  DESIGNATION -  MINGO 1918
 TV0488  PID         -  TV0488
 TV0488  STATE/COUNTY-  VQ/ST JOHN
 TV0488  COUNTRY     -  US
 TV0488  USGS QUAD   -  CRUZ BAY (2013)
 TV0488
 TV0488                         *CURRENT SURVEY CONTROL
 TV0488  ______________________________________________________________________
 TV0488* NAD 83(1997) POSITION- 18 21 32.48270(N) 064 48 54.83403(W)   NO CHECK
 TV0488* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0488  ______________________________________________________________________
 TV0488  GEOID HEIGHT    -        -42.221 (meters)                     GEOID18
 TV0488  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 TV0488  HORZ ORDER      -  THIRD
 TV0488
 TV0488.The horizontal coordinates were established by classical geodetic methods
 TV0488.and adjusted by the National Geodetic Survey in May 1997.
 TV0488
 TV0488.No horizontal observational check was made to the station.
 TV0488
 TV0488.The orthometric height was scaled from a topographic map.
 TV0488
 TV0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0488.GEOID18 height accuracy estimate available here.
 TV0488
 TV0488.Click photographs - Photos may exist for this station.
 TV0488
 TV0488.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0488
 TV0488. The following values were computed from the NAD 83(1997) position.
 TV0488
 TV0488;                    North         East     Units Scale Factor Converg.
 TV0488;SPC PRVI     -   258,939.696   371,012.044   MT  0.99999634   +0 30 22.6
 TV0488;UTM  20      - 2,030,864.377   308,201.552   MT  1.00005480   -0 34 18.9
 TV0488
 TV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0820130864(NAD 83)
 TV0488
 TV0488                          SUPERSEDED SURVEY CONTROL
 TV0488
 TV0488  NAD 83(1993)-  18 21 32.48500(N)    064 48 54.83695(W) AD(       ) 3
 TV0488  NAD 83(1986)-  18 21 32.45112(N)    064 48 54.80029(W) AD(       ) 3
 TV0488  PR          -  18 21 39.61881(N)    064 48 56.29990(W) AD(       ) 3
 TV0488
 TV0488.Superseded values are not recommended for survey control.
 TV0488
 TV0488.NGS no longer adjusts projects to the PR datum.
 TV0488.See file dsdata.pdf to determine how the superseded data were derived.
 TV0488
 TV0488_MARKER: Z = SEE DESCRIPTION
 TV0488_SETTING: 0 = UNSPECIFIED SETTING
 TV0488
 TV0488  HISTORY     - Date     Condition        Report By
 TV0488  HISTORY     - 1918     MONUMENTED       CGS
 TV0488  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0488
 TV0488                          STATION DESCRIPTION
 TV0488
 TV0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0488'STATION IS SITUATED ON THE MIDDLE POINT OF THE EASTERN END OF
 TV0488'MINGO CAY, WHICH IS ONE OF THE ISLANDS N OF THE SOUND BETWEEN
 TV0488'ST. THOMAS AND ST. JOHN.  MINGO CAY LIES BETWEEN LOVANGO CAY TO
 TV0488'THE E AND GRASS CAY TO THE W.  STATION IS ON THE FLAT TOPPED
 TV0488'ROCKY LEDGE FORMING THE POINT.
 TV0488'
 TV0488'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN A DRILL
 TV0488'HOLE IN A DEPRESSION OF THE ROCK 1 METER FROM THE EDGE OF A
 TV0488'10-FOOT CLIFF.
 TV0488'
 TV0488'REFERENCE MARK IS A STANDARD BRASS DISK CEMENTED IN A CRACK OF
 TV0488'THE OUTCROPPING ROCK.
 TV0488
 TV0488                          STATION RECOVERY (1975)
 TV0488
 TV0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0488'STATION RECOVERED IN GOOD CONDITION.  RM NOT SEARCHED
 TV0488'FOR.  ORIGINAL DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0446 ***********************************************************************
 TV0446  DESIGNATION -  MINNAHILL
 TV0446  PID         -  TV0446
 TV0446  STATE/COUNTY-  VQ/ST JOHN
 TV0446  COUNTRY     -  US
 TV0446  USGS QUAD   -  CORAL BAY (2013)
 TV0446
 TV0446                         *CURRENT SURVEY CONTROL
 TV0446  ______________________________________________________________________
 TV0446* NAD 83(1997) POSITION- 18 19 14.11009(N) 064 42 41.96100(W)   ADJUSTED
 TV0446* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0446  ______________________________________________________________________
 TV0446  GEOID HEIGHT    -        -42.257 (meters)                     GEOID18
 TV0446  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 TV0446  HORZ ORDER      -  THIRD
 TV0446
 TV0446.The horizontal coordinates were established by classical geodetic methods
 TV0446.and adjusted by the National Geodetic Survey in May 1997.
 TV0446
 TV0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0446
 TV0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0446.GEOID18 height accuracy estimate available here.
 TV0446
 TV0446.Click photographs - Photos may exist for this station.
 TV0446
 TV0446.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0446
 TV0446. The following values were computed from the NAD 83(1997) position.
 TV0446
 TV0446;                    North         East     Units Scale Factor Converg.
 TV0446;SPC PRVI     -   254,785.372   381,998.333   MT  0.99999510   +0 32 19.3
 TV0446;UTM  20      - 2,026,504.040   319,108.143   MT  1.00000454   -0 32 17.4
 TV0446
 TV0446:                Primary Azimuth Mark                     Grid Az
 TV0446:SPC PRVI     -  BOURDEAUX                                331 28 48.9
 TV0446:UTM  20      -  BOURDEAUX                                332 33 25.6
 TV0446
 TV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1910826504(NAD 83)
 TV0446
 TV0446|---------------------------------------------------------------------|
 TV0446| PID    Reference Object                     Distance      Geod. Az  |
 TV0446|                                                           dddmmss.s |
 TV0446| CE5372 MINNAHILL RM 2                                     23411     |
 TV0446| CE5373 MINNAHILL RM 3                                     28656     |
 TV0446| TV0450 BOURDEAUX                           APPROX. 2.1 KM 3320108.2 |
 TV0446| CE5371 MINNAHILL RM 1                                     35036     |
 TV0446|---------------------------------------------------------------------|
 TV0446
 TV0446                          SUPERSEDED SURVEY CONTROL
 TV0446
 TV0446  NAD 83(1993)-  18 19 14.11227(N)    064 42 41.96127(W) AD(       ) 3
 TV0446  NAD 83(1986)-  18 19 14.07701(N)    064 42 41.92799(W) AD(       ) 3
 TV0446  PR          -  18 19 21.23915(N)    064 42 43.43775(W) AD(       ) 3
 TV0446  LMSL    (07/19/86)  302.3    (m)          992.     (f) VERT ANG       
 TV0446
 TV0446.Superseded values are not recommended for survey control.
 TV0446
 TV0446.NGS no longer adjusts projects to the PR datum.
 TV0446.See file dsdata.pdf to determine how the superseded data were derived.
 TV0446
 TV0446
 TV0446  HISTORY     - Date     Condition        Report By
 TV0446  HISTORY     - 1918     MONUMENTED       CGS
 TV0446  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0446
 TV0446                          STATION DESCRIPTION
 TV0446
 TV0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0446'STATION IS ON THE TOP OF THE HILL KNOWN AS MINNAHILL.  THIS HILL
 TV0446'IS HIGH, SHARP AND CONSPICUOUS, LYING ON THE SE END OF ST. JOHN
 TV0446'ISLAND.  IT OVERLOOKS CORAL BAY.  THE STATION IS IN THE CENTER OF
 TV0446'THE TOP OF A LARGE CONSPICUOUS BOULDER ON THE HIGHEST TIP OF
 TV0446'THE HILL.
 TV0446'
 TV0446'BUCK ISLAND LIGHT (ST. THOMAS) AND MIDDLE OF PASSAGE BETWEEN
 TV0446'DOG ISLAND AND LITTLE ST. JAMES ISLAND ARE ON RANGE.
 TV0446'
 TV0446'STATION IS MARKED BY A ROUND-HEADED COPPER BOLT CEMENTED IN A
 TV0446'DRILL HOLE.
 TV0446'
 TV0446'REFERENCE MARK NO.1 IS A REGULATION BRASS DISK CEMENTED IN A
 TV0446'DRILL HOLE IN TOP OF SMALL ROCK ABOUT 2 METERS BELOW AND N OF
 TV0446'STATION.
 TV0446'
 TV0446'REFERENCE MARK NO.3 IS A REGULATION BRASS DISK CEMENTED IN
 TV0446'DEPRESSION IN ROCK 1-1/2 METERS HIGH AND 0.6 METER IN DIAMETER,
 TV0446'LYING ON THE WESTERN BREAK OF THE HILL.
 TV0446'
 TV0446'REFERENCE MARK NO.2 IS A REGULATION BRASS DISK CEMENTED IN CRACK
 TV0446'OF ROCK 1-1/2 METERS IN DIAMETER LYING ON SW BREAK OF HILL.
 TV0446
 TV0446                          STATION RECOVERY (1926)
 TV0446
 TV0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0446'STATION WAS NOT RECOVERED.  HILL USED FOR HYDROGRAPHY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0108 ***********************************************************************
 TV0108  DESIGNATION -  MOND 1919
 TV0108  PID         -  TV0108
 TV0108  STATE/COUNTY-  VQ/ST CROIX
 TV0108  COUNTRY     -  US
 TV0108  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0108
 TV0108                         *CURRENT SURVEY CONTROL
 TV0108  ______________________________________________________________________
 TV0108* NAD 83(1997) POSITION- 17 42 26.16500(N) 064 42 41.05059(W)   NO CHECK
 TV0108* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0108  ______________________________________________________________________
 TV0108  GEOID HEIGHT    -        -41.177 (meters)                     GEOID18
 TV0108  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 TV0108  HORZ ORDER      -  THIRD
 TV0108
 TV0108.The horizontal coordinates were established by classical geodetic methods
 TV0108.and adjusted by the National Geodetic Survey in May 1997.
 TV0108
 TV0108.No horizontal observational check was made to the station.
 TV0108
 TV0108.The orthometric height was scaled from a topographic map.
 TV0108
 TV0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0108.GEOID18 height accuracy estimate available here.
 TV0108
 TV0108.Click photographs - Photos may exist for this station.
 TV0108
 TV0108.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0108
 TV0108. The following values were computed from the NAD 83(1997) position.
 TV0108
 TV0108;                    North         East     Units Scale Factor Converg.
 TV0108;SPC PRVI     -   186,905.833   382,663.381   MT  1.00003580   +0 32 19.6
 TV0108;UTM  20      - 1,958,623.903   318,507.674   MT  1.00000727   -0 31 14.4
 TV0108
 TV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1850758623(NAD 83)
 TV0108
 TV0108                          SUPERSEDED SURVEY CONTROL
 TV0108
 TV0108  NAD 83(1993)-  17 42 26.16320(N)    064 42 41.06045(W) AD(       ) 3
 TV0108  NAD 83(1986)-  17 42 26.14703(N)    064 42 41.03529(W) AD(       ) 3
 TV0108  PR          -  17 42 33.23893(N)    064 42 42.51679(W) AD(       ) 3
 TV0108
 TV0108.Superseded values are not recommended for survey control.
 TV0108
 TV0108.NGS no longer adjusts projects to the PR datum.
 TV0108.See file dsdata.pdf to determine how the superseded data were derived.
 TV0108
 TV0108_MARKER: Z = SEE DESCRIPTION
 TV0108_SETTING: 0 = UNSPECIFIED SETTING
 TV0108
 TV0108  HISTORY     - Date     Condition        Report By
 TV0108  HISTORY     - 1919     MONUMENTED       CGS
 TV0108  HISTORY     - 1972     POOR             NGS
 TV0108
 TV0108                          STATION DESCRIPTION
 TV0108
 TV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0108'STATION IS ON THE MIDDLE OF THE HIGHEST PART OF THE WESTERN
 TV0108'RIDGE LYING ON LITTLE DIAMOND ESTATE.  THIS ESTATE IS ON THE S
 TV0108'SHORE MIDDLE SECTION OF THE ISLAND.
 TV0108'
 TV0108'MARKED BY A STANDARD BRASS DISK IN THE TOP OF A 6-INCH SQUARE
 TV0108'CEMENT POST 2 FEET LONG.
 TV0108'
 TV0108'STATION IS NOT OCCUPIED.
 TV0108
 TV0108                          STATION RECOVERY (1972)
 TV0108
 TV0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 TV0108'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  ONE
 TV0108'HALF OF THE DISK HAS BEEN BROKEN OFF BUT THE CONCRETE MONUMENT IS
 TV0108'STABLE AND HAS NOT BEEN DISTURBED.
 TV0108'
 TV0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH
 TV0108'OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0434 ***********************************************************************
 TV0434  DESIGNATION -  MOOR 1918
 TV0434  PID         -  TV0434
 TV0434  STATE/COUNTY-  VQ/ST JOHN
 TV0434  COUNTRY     -  US
 TV0434  USGS QUAD   -  CORAL BAY (2013)
 TV0434
 TV0434                         *CURRENT SURVEY CONTROL
 TV0434  ______________________________________________________________________
 TV0434* NAD 83(1997) POSITION- 18 19 55.68786(N) 064 40 41.28670(W)   ADJUSTED
 TV0434* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0434  ______________________________________________________________________
 TV0434  GEOID HEIGHT    -        -42.328 (meters)                     GEOID18
 TV0434  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 TV0434  HORZ ORDER      -  THIRD
 TV0434
 TV0434.The horizontal coordinates were established by classical geodetic methods
 TV0434.and adjusted by the National Geodetic Survey in May 1997.
 TV0434
 TV0434.The orthometric height was scaled from a topographic map.
 TV0434
 TV0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0434.GEOID18 height accuracy estimate available here.
 TV0434
 TV0434.Click photographs - Photos may exist for this station.
 TV0434
 TV0434.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0434
 TV0434. The following values were computed from the NAD 83(1997) position.
 TV0434
 TV0434;                    North         East     Units Scale Factor Converg.
 TV0434;SPC PRVI     -   256,097.280   385,529.436   MT  0.99999542   +0 32 57.1
 TV0434;UTM  20      - 2,027,749.347   322,663.286   MT  0.99998880   -0 31 40.6
 TV0434
 TV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2266327749(NAD 83)
 TV0434
 TV0434                          SUPERSEDED SURVEY CONTROL
 TV0434
 TV0434  NAD 83(1993)-  18 19 55.68993(N)    064 40 41.28700(W) AD(       ) 3
 TV0434  NAD 83(1986)-  18 19 55.65386(N)    064 40 41.25348(W) AD(       ) 3
 TV0434  PR          -  18 20 02.81702(N)    064 40 42.76528(W) AD(       ) 3
 TV0434
 TV0434.Superseded values are not recommended for survey control.
 TV0434
 TV0434.NGS no longer adjusts projects to the PR datum.
 TV0434.See file dsdata.pdf to determine how the superseded data were derived.
 TV0434
 TV0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0434+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 TV0434
 TV0434  HISTORY     - Date     Condition        Report By
 TV0434  HISTORY     - 1918     MONUMENTED       CGS
 TV0434  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0434  HISTORY     - 1928     SEE DESCRIPTION  USN
 TV0434  HISTORY     - 1971     GOOD             NGS
 TV0434  HISTORY     - 20071014 GOOD             NOS
 TV0434
 TV0434                          STATION DESCRIPTION
 TV0434
 TV0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0434'STATION IS ON THE HIGHEST PART OF MOOR POINT, THE PROMINENT
 TV0434'POINT ON THE EASTERN SIDE OF THE ENTRANCE TO CORAL BAY.  THE
 TV0434'STATION IS ABOUT 8 FEET FROM THE W EDGE OF THE CLIFF
 TV0434'AND 4 FEET FROM THE SOUTHERN EDGE.
 TV0434'
 TV0434'MARKED BY A 1-INCH DIAMETER HOLE DRILLED 2 INCHES DEEP.
 TV0434
 TV0434                          STATION RECOVERY (1926)
 TV0434
 TV0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0434'STATION WAS FOUND AS DESCRIBED.
 TV0434
 TV0434                          STATION RECOVERY (1928)
 TV0434
 TV0434'RECOVERY NOTE BY US NAVY 1928
 TV0434'THE STATION MARK IS A STANDARD BRONZE DISK CEMENTED INTO A
 TV0434'SMALL MASS OF CONCRETE (APPROXIMATELY 8 INCHES IN DIAMETER).
 TV0434
 TV0434                          STATION RECOVERY (1971)
 TV0434
 TV0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0434'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0434'
 TV0434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES EAST
 TV0434'OF CRUZ BAY, ST. JOHN.
 TV0434
 TV0434                          STATION RECOVERY (2007)
 TV0434
 TV0434'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2007 (TAB)
 TV0434'MARK MOOR 1918 RECOVERED. US COAST GUARD BRONZE DISK CEMENTED INTO
 TV0434'ROCK OUTCROPPING. MARK IS LOCATED ON PRIVATE PROPERTY OWNER'S NAME -
 TV0434'MENNA. MARK IS ACCESSED BY OBTAINING ACCESS THROUGH TO SECURITY GATES.
 TV0434'MARK IS LOCATED 30M UP A SHORT TRAIL SOUTHEAST OF THE HOUSE. TRAIL IS
 TV0434'LABELLED AS LISA'S LOOKOUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0190 ***********************************************************************
 TV0190  DESIGNATION -  MT EAGLE
 TV0190  PID         -  TV0190
 TV0190  STATE/COUNTY-  VQ/ST CROIX
 TV0190  COUNTRY     -  US
 TV0190  USGS QUAD   -  BARON BLUFF (2013)
 TV0190
 TV0190                         *CURRENT SURVEY CONTROL
 TV0190  ______________________________________________________________________
 TV0190* NAD 83(1997) POSITION- 17 45 40.04557(N) 064 48 41.66160(W)   ADJUSTED
 TV0190* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0190  ______________________________________________________________________
 TV0190  GEOID HEIGHT    -        -41.847 (meters)                     GEOID18
 TV0190  LAPLACE CORR    -          3.69  (seconds)                    DEFLEC18
 TV0190  HORZ ORDER      -  SECOND
 TV0190
 TV0190.The horizontal coordinates were established by classical geodetic methods
 TV0190.and adjusted by the National Geodetic Survey in May 1997.
 TV0190
 TV0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0190
 TV0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0190.GEOID18 height accuracy estimate available here.
 TV0190
 TV0190.Click photographs - Photos may exist for this station.
 TV0190
 TV0190.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0190
 TV0190. The following values were computed from the NAD 83(1997) position.
 TV0190
 TV0190;                    North         East     Units Scale Factor Converg.
 TV0190;SPC PRVI     -   192,769.383   371,984.814   MT  1.00002768   +0 30 26.7
 TV0190;UTM  20      - 1,964,683.962   307,939.390   MT  1.00005608   -0 33 10.0
 TV0190
 TV0190:                Primary Azimuth Mark                     Grid Az
 TV0190:SPC PRVI     -  MT PLEASANT                              188 17 02.3
 TV0190:UTM  20      -  MT PLEASANT                              189 20 39.0
 TV0190
 TV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0793964683(NAD 83)
 TV0190
 TV0190|---------------------------------------------------------------------|
 TV0190| PID    Reference Object                     Distance      Geod. Az  |
 TV0190|                                                           dddmmss.s |
 TV0190| TV0187 LA VALLEE CHIMNEY                   APPROX. 1.9 KM 0263201.3 |
 TV0190| TV0075 JUDITH                              APPROX. 7.8 KM 0832135.4 |
 TV0190| TV0182 MORNING STAR CHIMNEY                APPROX. 5.3 KM 0931526.4 |
 TV0190| TV0184 WINDSOR MILL                        APPROX. 4.0 KM 0934349.1 |
 TV0190| TV0183 CONCORDIA CHIMNEY                   APPROX. 4.7 KM 0954242.4 |
 TV0190| TV0181 RATTAN CHIMNEY                      APPROX. 6.3 KM 1003257.3 |
 TV0190| TV0120 SION HILL CHIMNEY                   APPROX. 7.2 KM 1075520.2 |
 TV0190| TV0125 MARYS FANCY CHIMNEY                 APPROX. 5.3 KM 1092254.1 |
 TV0190| TV0137 FREDENSBORG MILL                    APPROX. 4.1 KM 1334850.5 |
 TV0190| TV0133 SLOB MILL                           APPROX. 4.7 KM 1344439.3 |
 TV0190| TV0129 CLIFTON MILL                        APPROX. 5.5 KM 1350206.2 |
 TV0190| CE5393 MT EAGLE RM 1                         7.124 METERS 13504     |
 TV0190| TV0124 BLESSING MILL                       APPROX. 7.2 KM 1360725.2 |
 TV0190| TV0131 KINGS HILL CHURCH                   APPROX. 5.1 KM 1381749.2 |
 TV0190| TV0136 KINGS HILL FLAGSTAFF                APPROX. 5.1 KM 1434737.3 |
 TV0190| TV0134 PROFIT MILL                         APPROX. 5.8 KM 1453616.6 |
 TV0190| TV0127 KRAUSSE                             APPROX. 8.9 KM 1485445.1 |
 TV0190| TV0130 ANQUILLA CHIMNEY                    APPROX. 7.0 KM 1504904.7 |
 TV0190| TV0140 BETHLEHEM CHIMNEY                   APPROX. 3.9 KM 1520227.5 |
 TV0190| TV0143 JEALOUSY MILL                       APPROX. 3.0 KM 1633439.2 |
 TV0190| TV0141 GOLDEN GROVE FLAGSTAFF              APPROX. 5.2 KM 1655239.2 |
 TV0190| TV0144 HOLY CROSS CHURCH                   APPROX. 3.2 KM 1705702.1 |
 TV0190| TV0145 LOWER LOVE CHIMNEY                  APPROX. 4.4 KM 1752619.0 |
 TV0190| TV0146 ADVENTURE MILL                      APPROX. 5.5 KM 1774021.4 |
 TV0190| TV0147 RIVER MILL                          APPROX. 2.3 KM 1780216.4 |
 TV0190| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 7.7 KM 1833753.1 |
 TV0190| TV0148 PARADISE MILL                       APPROX. 6.1 KM 1834755.6 |
 TV0190| TV0153 BREID WINDMILL                      APPROX. 8.2 KM 1873656.8 |
 TV0190| TV0151 MT PLEASANT                         APPROX. 5.7 KM 1884729.0 |
 TV0190| TV0152 PLESSEN CHIMNEY                     APPROX. 4.8 KM 1913841.2 |
 TV0190| TV0155 BIG DIAMOND CHIMNEY                 APPROX. 6.5 KM 1932408.1 |
 TV0190| TV0154 GROVE PLACE CHIMNEY                 APPROX. 4.2 KM 1994700.6 |
 TV0190| CE5394 MT EAGLE RM 2                        16.295 METERS 24018     |
 TV0190| TV0194 WELLS                               APPROX. 2.4 KM 2725215.1 |
 TV0190| TV0202 HAM BLUFF LH                        APPROX. 6.4 KM 2780349.9 |
 TV0190|---------------------------------------------------------------------|
 TV0190
 TV0190                          SUPERSEDED SURVEY CONTROL
 TV0190
 TV0190  NAD 83(1993)-  17 45 40.04358(N)    064 48 41.67082(W) AD(       ) 2
 TV0190  NAD 83(1986)-  17 45 40.02821(N)    064 48 41.65110(W) AD(       ) 2
 TV0190  PR          -  17 45 47.12627(N)    064 48 43.12753(W) AD(       ) 2
 TV0190  LMSL    (07/19/86)  356.2    (m)         1169.     (f) VERT ANG       
 TV0190
 TV0190.Superseded values are not recommended for survey control.
 TV0190
 TV0190.NGS no longer adjusts projects to the PR datum.
 TV0190.See file dsdata.pdf to determine how the superseded data were derived.
 TV0190
 TV0190_MARKER: Z = SEE DESCRIPTION
 TV0190_SETTING: 0 = UNSPECIFIED SETTING
 TV0190
 TV0190  HISTORY     - Date     Condition        Report By
 TV0190  HISTORY     - 1919     MONUMENTED       CGS
 TV0190  HISTORY     - 1946     SEE DESCRIPTION  IAGS
 TV0190  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TV0190  HISTORY     - 1967     GOOD             CGS
 TV0190
 TV0190                          STATION DESCRIPTION
 TV0190
 TV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0190'STATION IS ON THE HIGHEST PART OF MT. EAGLE, THE HIGHEST
 TV0190'HILL ON ST. CROIX.  A CIRCULAR WALL OF STONES ABOUT 10 FEET IN
 TV0190'DIAMETER AND 4 FEET HIGH FILLED IN WITH STONES AND DIRT WAS
 TV0190'FOUND ON TOP OF THE HILL.  IN THE CENTER WAS THE STUMP OF AN
 TV0190'OLD FLAGPOLE.  THIS STUMP WAS REMOVED AND SUBSURFACE AND STATION
 TV0190'MARKS, CONSISTING OF CONCRETE POSTS 6 INCHES IN DIAMETER AND 18
 TV0190'INCHES LONG HAVING A STANDARD BRASS DISK IN THEIR TOPS, WERE
 TV0190'SET IN THE HOLE.  THE STATION MARK PROJECTS SEVERAL INCHES.
 TV0190'
 TV0190'REFERENCE MARKS NO.1 AND NO.2 ARE CONCRETE POSTS 6 INCHES
 TV0190'IN DIAMETER AND 18 INCHES LONG, HAVING STANDARD BRASS DISKS
 TV0190'IN THEIR TOPS, SET IN THE GROUND TO THE SOUTHWARD OF THE
 TV0190'STATION MARK.
 TV0190'
 TV0190'TOP OF POLE - 4.27 METERS.
 TV0190
 TV0190                          STATION RECOVERY (1946)
 TV0190
 TV0190'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (RHL)
 TV0190'STATION WAS FOUND AS DESCRIBED.  IT IS IN THE CENTER OF A
 TV0190'CIRCULAR WALL OF STONES APPROXIMATELY 4 FT. HIGH AND 10 FT. IN
 TV0190'DIAMETER, BEING A STANDARD BRASS DISK, SET IN THE TOP OF A
 TV0190'6-IN. CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
 TV0190'
 TV0190'ACCESS--PROCEED BY CAR TO HERMITAGE (CONSULT ST. CROIX
 TV0190'MAP).  CONTINUE ON FOOT ALONG A WELL-DEFINED TRAIL TO THE
 TV0190'FOOTHILLS WHERE A TRAIL BRANCHES INTO NUMEROUS DEER TRAILS
 TV0190'AND WASH GUTS.  ANY OF THESE WILL LEAD TO A GRASSY
 TV0190'PLATEAU IMMEDIATELY BELOW AND SE OF THE SUMMIT.
 TV0190'
 TV0190'NOTE--SOME CUTTING AND CLEARING WILL BE NECESSARY IN ORDER
 TV0190'TO SIGHT ALL STATIONS.
 TV0190
 TV0190                          STATION RECOVERY (1955)
 TV0190
 TV0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 TV0190'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 TV0190'FOUND TO BE IN GOOD CONDITION.  OLD U.S.C. AND G. S. DESCRIPTION
 TV0190'IS ADEQUATE.  DISTANCE AND DIRECTION TO REFERENCE MARKS DID
 TV0190'NOT CHECK.
 TV0190
 TV0190                          STATION RECOVERY (1967)
 TV0190
 TV0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0190'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS IN THE
 TV0190'CENTER OF A CIRCULAR WALL OF STONES APPROX. 3 FT. HIGH AND 10 FT.
 TV0190'IN DIAMETER, MARKED BY A STANDARD BRASS DISK, SET IN TOP OF A 6 IN.
 TV0190'CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND.
 TV0190'
 TV0190'ACCESS--PROCEED BY CAR ON SCENIC HIGHWAY TO SOUTH SIDE OF HILL.
 TV0190'USE CLOSET APPROACH AND PROCEED ON FOOT USING DEER TRAILS TO TOP.
 TV0190'HIGH GRASS IS ENCOUNTERED ON TOP OF HILL.
 TV0190'
 TV0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHEAST
 TV0190'OF FREDERIKSTED, ST. CROIX.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0151 ***********************************************************************
 TV0151  DESIGNATION -  MT PLEASANT
 TV0151  PID         -  TV0151
 TV0151  STATE/COUNTY-  VQ/ST CROIX
 TV0151  COUNTRY     -  US
 TV0151  USGS QUAD   -  LONG POINT (2013)
 TV0151
 TV0151                         *CURRENT SURVEY CONTROL
 TV0151  ______________________________________________________________________
 TV0151* NAD 83(1997) POSITION- 17 42 38.28905(N) 064 49 10.99012(W)   ADJUSTED
 TV0151* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0151  ______________________________________________________________________
 TV0151  GEOID HEIGHT    -        -41.370 (meters)                     GEOID18
 TV0151  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 TV0151  HORZ ORDER      -  THIRD
 TV0151
 TV0151.The horizontal coordinates were established by classical geodetic methods
 TV0151.and adjusted by the National Geodetic Survey in May 1997.
 TV0151
 TV0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0151
 TV0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0151.GEOID18 height accuracy estimate available here.
 TV0151
 TV0151.Click photographs - Photos may exist for this station.
 TV0151
 TV0151.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0151
 TV0151. The following values were computed from the NAD 83(1997) position.
 TV0151
 TV0151;                    North         East     Units Scale Factor Converg.
 TV0151;SPC PRVI     -   187,173.920   371,170.122   MT  1.00003527   +0 30 17.6
 TV0151;UTM  20      - 1,959,104.369   307,021.356   MT  1.00006045   -0 33 13.5
 TV0151
 TV0151:                Primary Azimuth Mark                     Grid Az
 TV0151:SPC PRVI     -  BIG DIAMOND CHIMNEY                      221 24 27.4
 TV0151:UTM  20      -  BIG DIAMOND CHIMNEY                      222 27 58.5
 TV0151
 TV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0702159104(NAD 83)
 TV0151
 TV0151|---------------------------------------------------------------------|
 TV0151| PID    Reference Object                     Distance      Geod. Az  |
 TV0151|                                                           dddmmss.s |
 TV0151| TV0147 RIVER MILL                          APPROX. 3.5 KM 0154816.1 |
 TV0151| TV0142 COLQUHOUN MT PLEASANT CHIMNEY       APPROX. 4.1 KM 0285230.6 |
 TV0151| TV0144 HOLY CROSS CHURCH                   APPROX. 2.8 KM 0290827.7 |
 TV0151| TV0143 JEALOUSY MILL                       APPROX. 3.2 KM 0315254.2 |
 TV0151| TV0186 LEBANON CHIMNEY                     APPROX. 5.9 KM 0354146.8 |
 TV0151| TV0138 MON BIJOU CHIMNEY                   APPROX. 5.3 KM 0400938.7 |
 TV0151| TV0184 WINDSOR MILL                        APPROX. 7.2 KM 0423545.0 |
 TV0151| TV0145 LOWER LOVE CHIMNEY                  APPROX. 1.7 KM 0454448.7 |
 TV0151| TV0140 BETHLEHEM CHIMNEY                   APPROX. 3.4 KM 0511156.0 |
 TV0151| TV0137 FREDENSBORG MILL                    APPROX. 4.7 KM 0543445.3 |
 TV0151| TV0125 MARYS FANCY CHIMNEY                 APPROX. 7.0 KM 0565013.2 |
 TV0151| TV0133 SLOB MILL                           APPROX. 4.8 KM 0613239.4 |
 TV0151| TV0136 KINGS HILL FLAGSTAFF                APPROX. 4.1 KM 0690742.7 |
 TV0151| TV0117 SION FARM FAN MILL                  APPROX. 8.4 KM 0724756.7 |
 TV0151| TV0141 GOLDEN GROVE FLAGSTAFF              APPROX. 2.2 KM 0750206.9 |
 TV0151| TV0146 ADVENTURE MILL                      APPROX. 1.1 KM 0854351.8 |
 TV0151| TV0127 KRAUSSE                             APPROX. 5.8 KM 1101908.8 |
 TV0151| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 2.1 KM 1694422.5 |
 TV0151| TV0153 BREID WINDMILL                      APPROX. 2.5 KM 1850004.1 |
 TV0151| CE5399 MT PLEASANT RM 1                                   18910     |
 TV0151| TV0155 BIG DIAMOND CHIMNEY                 APPROX. 1.0 KM 2215445.0 |
 TV0151| CE5400 MT PLEASANT RM 2                                   23554     |
 TV0151| TV0163 TWO WILLIAMS MILL                   APPROX. 3.8 KM 2622124.9 |
 TV0151| TV0160 HOGENSBORG CHIMNEY                  APPROX. 2.8 KM 2654256.7 |
 TV0151| CE5401 MT PLEASANT RM 3                                   32655     |
 TV0151| TV0154 GROVE PLACE CHIMNEY                 APPROX. 1.7 KM 3411650.9 |
 TV0151| TV0152 PLESSEN CHIMNEY                     APPROX. 0.9 KM 3525313.9 |
 TV0151|---------------------------------------------------------------------|
 TV0151
 TV0151                          SUPERSEDED SURVEY CONTROL
 TV0151
 TV0151  NAD 83(1993)-  17 42 38.28734(N)    064 49 10.99980(W) AD(       ) 3
 TV0151  NAD 83(1986)-  17 42 38.27086(N)    064 49 10.97994(W) AD(       ) 3
 TV0151  PR          -  17 42 45.36175(N)    064 49 12.45523(W) AD(       ) 3
 TV0151  LMSL    (07/19/86)   86.3    (m)          283.     (f) VERT ANG       
 TV0151
 TV0151.Superseded values are not recommended for survey control.
 TV0151
 TV0151.NGS no longer adjusts projects to the PR datum.
 TV0151.See file dsdata.pdf to determine how the superseded data were derived.
 TV0151
 TV0151_MARKER: Z = SEE DESCRIPTION
 TV0151_SETTING: 0 = UNSPECIFIED SETTING
 TV0151
 TV0151  HISTORY     - Date     Condition        Report By
 TV0151  HISTORY     - 1919     MONUMENTED       CGS
 TV0151  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0151  HISTORY     - 1972     MARK NOT FOUND   NGS
 TV0151  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0151
 TV0151                          STATION DESCRIPTION
 TV0151
 TV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0151'STATION IS ON THE TOP OF THE KNOLL RISING TO THE SE FROM
 TV0151'MT. PLEASANT ESTATE HOUSE.  THIS ESTATE LIES ON THE S SIDE OF
 TV0151'CENTER LINE ROAD AND BETWEEN ESTATES BIG DIAMOND AND
 TV0151'ADVENTURE.  STATION IS ON THE EXTREME SUMMIT OF KNOLL WHICH
 TV0151'IS THE NORTHERN END OF RIDGE.  THE NORTHERN EDGE OF A GUT
 TV0151'4 METERS DEEP, IS 3 METERS S OF STATION.
 TV0151'
 TV0151'STATION IS MARKED BY A STANDARD BRASS DISK SET IN TOP OF AN
 TV0151'8-INCH SQUARE, 18-INCH LONG CEMENT POST, WHICH PROJECTS
 TV0151'ABOVE THE GROUND ABOUT 4 INCHES.
 TV0151'
 TV0151'SUBSURFACE MARK IS A STANDARD BRASS DISK IN TOP OF A
 TV0151'6-INCH DIAMETER CEMENT POST.
 TV0151'
 TV0151'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED
 TV0151'IN A DRILL HOLE IN OUTCROPPING ROCK ON S BANK OF THE GUT.
 TV0151'
 TV0151'REFERENCE MARK NO.2 IS A SIMILAR DISK CEMENTED IN A DRILL
 TV0151'HOLE IN AN 18-INCH DIAMETER BOULDER SET FLUSH WITH THE
 TV0151'GROUND, ABOUT 3 METERS FROM WESTERN BREAK ON TOP OF KNOLL.
 TV0151'
 TV0151'REFERENCE MARK NO.3 IS A SIMILAR BRASS DISK CEMENTED IN A
 TV0151'DRILL HOLE IN HIGHEST TIP OF LONG LOW LYING LEDGE ON THE
 TV0151'NORTHERN SLOPE OF KNOLL.  IT IS ABOUT 10 FEET LOWER THAN
 TV0151'THE STATION MARK.
 TV0151'
 TV0151'TOP OF POLE - 9.62 METERS.
 TV0151
 TV0151                          STATION RECOVERY (1965)
 TV0151
 TV0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0151'THE STATION WAS RECOVERED AS DESCRIBED.
 TV0151
 TV0151                          STATION RECOVERY (1972)
 TV0151
 TV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 TV0151'THIS STATION COULD NOT BE FOUND.  A CONSIDERABLE AMOUNT OF CLEARING
 TV0151'AND ROAD BUILDING ON TOP OF THE HILL HAS PROBABLY DESTROYED THIS
 TV0151'MARK.
 TV0151'
 TV0151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 TV0151'FREDERIKSTED.
 TV0151
 TV0151                          STATION RECOVERY (1977)
 TV0151
 TV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0151'STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  IT IS BELIEVED
 TV0151'THE STATION AND REFERENCE MARKS WERE DESTROYED DURING ROAD BLADING.
 TV0151'
 TV0151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MI. EAST
 TV0151'OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0101 ***********************************************************************
 TV0101  DESIGNATION -  MT WELCOME MILL
 TV0101  PID         -  TV0101
 TV0101  STATE/COUNTY-  VQ/ST CROIX
 TV0101  COUNTRY     -  US
 TV0101  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0101
 TV0101                         *CURRENT SURVEY CONTROL
 TV0101  ______________________________________________________________________
 TV0101* NAD 83(1997) POSITION- 17 44 50.38421(N) 064 41 44.42269(W)   ADJUSTED
 TV0101  ______________________________________________________________________
 TV0101  GEOID HEIGHT    -        -41.298 (meters)                     GEOID18
 TV0101  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 TV0101  HORZ ORDER      -  THIRD
 TV0101
 TV0101.The horizontal coordinates were established by classical geodetic methods
 TV0101.and adjusted by the National Geodetic Survey in May 1997.
 TV0101
 TV0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0101.GEOID18 height accuracy estimate available here.
 TV0101
 TV0101.Click photographs - Photos may exist for this station.
 TV0101
 TV0101.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0101
 TV0101. The following values were computed from the NAD 83(1997) position.
 TV0101
 TV0101;                    North         East     Units Scale Factor Converg.
 TV0101;SPC PRVI     -   191,355.372   384,289.901   MT  1.00002968   +0 32 37.3
 TV0101;UTM  20      - 1,963,042.460   320,216.186   MT  0.99999963   -0 31 01.3
 TV0101
 TV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2021663042(NAD 83)
 TV0101
 TV0101                          SUPERSEDED SURVEY CONTROL
 TV0101
 TV0101  NAD 83(1993)-  17 44 50.38248(N)    064 41 44.43259(W) AD(       ) 3
 TV0101  NAD 83(1986)-  17 44 50.36859(N)    064 41 44.40706(W) AD(       ) 3
 TV0101  PR          -  17 44 57.46435(N)    064 41 45.89065(W) AD(       ) 3
 TV0101
 TV0101.Superseded values are not recommended for survey control.
 TV0101
 TV0101.NGS no longer adjusts projects to the PR datum.
 TV0101.See file dsdata.pdf to determine how the superseded data were derived.
 TV0101
 TV0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0101
 TV0101  HISTORY     - Date     Condition        Report By
 TV0101  HISTORY     - 1918     MONUMENTED       CGS
 TV0101  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0101  HISTORY     - 1980     GOOD             NOS
 TV0101
 TV0101                          STATION DESCRIPTION
 TV0101
 TV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0101'STATION IS IN PLACE.
 TV0101
 TV0101                          STATION RECOVERY (1980)
 TV0101
 TV0101'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0101'THE OLD MILL STILL EXISTS BUT HAS NO ROOF OR DEFINITE
 TV0101'CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0440 ***********************************************************************
 TV0440  DESIGNATION -  NANNY 1918
 TV0440  PID         -  TV0440
 TV0440  STATE/COUNTY-  VQ/ST JOHN
 TV0440  COUNTRY     -  US
 TV0440  USGS QUAD   -  CORAL BAY (2013)
 TV0440
 TV0440                         *CURRENT SURVEY CONTROL
 TV0440  ______________________________________________________________________
 TV0440* NAD 83(1997) POSITION- 18 18 45.99178(N) 064 41 58.77090(W)   ADJUSTED
 TV0440* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0440  ______________________________________________________________________
 TV0440  GEOID HEIGHT    -        -42.309 (meters)                     GEOID18
 TV0440  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 TV0440  HORZ ORDER      -  THIRD
 TV0440
 TV0440.The horizontal coordinates were established by classical geodetic methods
 TV0440.and adjusted by the National Geodetic Survey in May 1997.
 TV0440
 TV0440.The orthometric height was scaled from a topographic map.
 TV0440
 TV0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0440.GEOID18 height accuracy estimate available here.
 TV0440
 TV0440.Click photographs - Photos may exist for this station.
 TV0440
 TV0440.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0440
 TV0440. The following values were computed from the NAD 83(1997) position.
 TV0440
 TV0440;                    North         East     Units Scale Factor Converg.
 TV0440;SPC PRVI     -   253,932.867   383,274.708   MT  0.99999490   +0 32 32.8
 TV0440;UTM  20      - 2,025,627.695   320,368.281   MT  0.99999893   -0 32 03.1
 TV0440
 TV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2036825627(NAD 83)
 TV0440
 TV0440                          SUPERSEDED SURVEY CONTROL
 TV0440
 TV0440  NAD 83(1993)-  18 18 45.99347(N)    064 41 58.77129(W) AD(       ) 3
 TV0440  NAD 83(1986)-  18 18 45.95819(N)    064 41 58.73777(W) AD(       ) 3
 TV0440  PR          -  18 18 53.11920(N)    064 42 00.24844(W) AD(       ) 3
 TV0440
 TV0440.Superseded values are not recommended for survey control.
 TV0440
 TV0440.NGS no longer adjusts projects to the PR datum.
 TV0440.See file dsdata.pdf to determine how the superseded data were derived.
 TV0440
 TV0440_MARKER: Z = SEE DESCRIPTION
 TV0440_SETTING: 0 = UNSPECIFIED SETTING
 TV0440
 TV0440  HISTORY     - Date     Condition        Report By
 TV0440  HISTORY     - 1918     MONUMENTED       CGS
 TV0440  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0440  HISTORY     - 1967     GOOD             CGS
 TV0440
 TV0440                          STATION DESCRIPTION
 TV0440
 TV0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0440'STATION IS ON THE FIRST WELL DEFINED POINT ON THE WESTERN
 TV0440'SIDE OF CORAL BAY, N OF RAMS HEAD.  THIS POINT IS CALLED NANNY
 TV0440'POINT.
 TV0440'
 TV0440'THE STATION IS ON THE TOP OF STEEP JAGGED CLIFF NEAR ITS
 TV0440'NORTHEASTERN EDGE, AT THE BASE OF THE CLIFF ARE MANY DETACHED
 TV0440'ROCKS THAT SURROUND THE POINT.
 TV0440'
 TV0440'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED IN A CRACK
 TV0440'OF THE BEDROCK.
 TV0440
 TV0440                          STATION RECOVERY (1924)
 TV0440
 TV0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0440'STATION FOUND AS DESCRIBED.  BASE WHITEWASHED.
 TV0440
 TV0440                          STATION RECOVERY (1967)
 TV0440
 TV0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0440'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0440'
 TV0440'MARKED BY AN UNSTAMPED TRIANGULATION DISK.
 TV0440'
 TV0440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 TV0440'CRUZ BAY, ST. JOHN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0449 ***********************************************************************
 TV0449  DESIGNATION -  NEED 1918
 TV0449  PID         -  TV0449
 TV0449  STATE/COUNTY-  VQ/ST JOHN
 TV0449  COUNTRY     -  US
 TV0449  USGS QUAD   -  CORAL BAY (2013)
 TV0449
 TV0449                         *CURRENT SURVEY CONTROL
 TV0449  ______________________________________________________________________
 TV0449* NAD 83(1997) POSITION- 18 22 02.72747(N) 064 42 46.39508(W)   ADJUSTED
 TV0449* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0449  ______________________________________________________________________
 TV0449  GEOID HEIGHT    -        -42.252 (meters)                     GEOID18
 TV0449  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 TV0449  HORZ ORDER      -  THIRD
 TV0449
 TV0449.The horizontal coordinates were established by classical geodetic methods
 TV0449.and adjusted by the National Geodetic Survey in May 1997.
 TV0449
 TV0449.The orthometric height was scaled from a topographic map.
 TV0449
 TV0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0449.GEOID18 height accuracy estimate available here.
 TV0449
 TV0449.Click photographs - Photos may exist for this station.
 TV0449
 TV0449.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0449
 TV0449. The following values were computed from the NAD 83(1997) position.
 TV0449
 TV0449;                    North         East     Units Scale Factor Converg.
 TV0449;SPC PRVI     -   259,968.149   381,819.429   MT  0.99999667   +0 32 17.9
 TV0449;UTM  20      - 2,031,689.311   319,026.734   MT  1.00000491   -0 32 23.6
 TV0449
 TV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1902631689(NAD 83)
 TV0449
 TV0449                          SUPERSEDED SURVEY CONTROL
 TV0449
 TV0449  NAD 83(1993)-  18 22 02.72977(N)    064 42 46.39606(W) AD(       ) 3
 TV0449  NAD 83(1986)-  18 22 02.69367(N)    064 42 46.36120(W) AD(       ) 3
 TV0449  PR          -  18 22 09.86227(N)    064 42 47.86999(W) AD(       ) 3
 TV0449
 TV0449.Superseded values are not recommended for survey control.
 TV0449
 TV0449.NGS no longer adjusts projects to the PR datum.
 TV0449.See file dsdata.pdf to determine how the superseded data were derived.
 TV0449
 TV0449
 TV0449  HISTORY     - Date     Condition        Report By
 TV0449  HISTORY     - 1918     MONUMENTED       CGS
 TV0449  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0449
 TV0449                          STATION DESCRIPTION
 TV0449
 TV0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0449'STATION IS JUST E ABOUT 30 METERS FROM JOHN NEEDLES POINT.  A
 TV0449'BROWNISH POINT MAKES CUT FROM THE E (ABOUT 10 METERS).  ROCKY
 TV0449'LEDGE ABOUT 10 FEET FROM CLIFF SEPARATED BY GRAVEL.  A WHITE
 TV0449'STREAK RUNNING DIAGONALLY THROUGH THE CLIFF IS DIRECTLY
 TV0449'IN BACK OF THE STATION.
 TV0449'
 TV0449'SEES MARYS POINT, GREAT THATCH CAY, LIT, THATCH, TORTOLA (W END).
 TV0449'
 TV0449'ELEVATION ABOUT 3 FEET ABOVE WATER EDGE.
 TV0449
 TV0449                          STATION RECOVERY (1926)
 TV0449
 TV0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0449'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1504 ***********************************************************************
 TV1504  DESIGNATION -  NELTHROPP
 TV1504  PID         -  TV1504
 TV1504  STATE/COUNTY-  VQ/ST CROIX
 TV1504  COUNTRY     -  US
 TV1504  USGS QUAD   -  CHRISTIANSTED (2013)
 TV1504
 TV1504                         *CURRENT SURVEY CONTROL
 TV1504  ______________________________________________________________________
 TV1504* NAD 83(1997) POSITION- 17 41 57.56324(N) 064 43 06.16675(W)   ADJUSTED
 TV1504* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1504  ______________________________________________________________________
 TV1504  GEOID HEIGHT    -        -41.186 (meters)                     GEOID18
 TV1504  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 TV1504  HORZ ORDER      -  THIRD
 TV1504
 TV1504.The horizontal coordinates were established by classical geodetic methods
 TV1504.and adjusted by the National Geodetic Survey in May 1997.
 TV1504
 TV1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1504
 TV1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1504.GEOID18 height accuracy estimate available here.
 TV1504
 TV1504.Click photographs - Photos may exist for this station.
 TV1504
 TV1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1504
 TV1504. The following values were computed from the NAD 83(1997) position.
 TV1504
 TV1504;                    North         East     Units Scale Factor Converg.
 TV1504;SPC PRVI     -   186,019.573   381,931.544   MT  1.00003708   +0 32 11.7
 TV1504;UTM  20      - 1,957,751.348   317,759.599   MT  1.00001063   -0 31 21.3
 TV1504
 TV1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1775957751(NAD 83)
 TV1504
 TV1504                          SUPERSEDED SURVEY CONTROL
 TV1504
 TV1504  NAD 83(1993)-  17 41 57.56121(N)    064 43 06.17674(W) AD(       ) 3
 TV1504  NAD 83(1986)-  17 41 57.54785(N)    064 43 06.14966(W) AD(       ) 3
 TV1504  LMSL    (05/31/90)   29.9    (m)           98.     (f) VERT ANG       
 TV1504
 TV1504.Superseded values are not recommended for survey control.
 TV1504
 TV1504.NGS no longer adjusts projects to the PR datum.
 TV1504.See file dsdata.pdf to determine how the superseded data were derived.
 TV1504
 TV1504_MARKER: DD = SURVEY DISK
 TV1504_SETTING: 80 = SET IN A BOULDER
 TV1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1504+STABILITY: SURFACE MOTION
 TV1504
 TV1504  HISTORY     - Date     Condition        Report By
 TV1504  HISTORY     - 1982     MONUMENTED       NOS
 TV1504
 TV1504                          STATION DESCRIPTION
 TV1504
 TV1504'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1504'THE STATION IS LOCATED ON VAGTHUS POINT ON THE SOUTH SHORE OF
 TV1504'ST CROIX.
 TV1504'
 TV1504'TO REACH FROM THE ST CROIX AIRPORT GO EAST THEN NORTH ON MAIN
 TV1504'ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD AT STOPLIGHT TURN RIGHT
 TV1504'AND GO EAST ON NEW HIGHWAY FOR 2.7 KM (1.7 MI) TO A SIDE ROAD
 TV1504'RIGHT. TURN RIGHT FOLLOWIHG ALONG A FENCE SOYTHERLY ON WINDING
 TV1504'ROAD FOR 1.9 KM (1.2 MI)TO MAIN GATE OF HESS OIL GO LEFT AND
 TV1504'EAST FOR 2.7 KM (1.65 MI) TO A T ROAD TURN RIGHT AND GO 1.9 KM (1,
 TV1504'(1.2 MI) TO A 90 DEGREE LEFT TURN. TURN LEFT AND GO 0.1 KM (0.05
 TV1504'MI) TO A GRAVEL ROAD RIGHT. THE PROPERTY OWNERS LIVE DOWN THIS
 TV1504'ROAD. CONTINUE EAST FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT AND
 TV1504'GATE TURN RIGHT AND GO SOUTH FOR 0.5 KM (0.3 MI) TO A GATE
 TV1504'CONTINUE 0.5 KM (0.3 MI) TO A FORK. KEEP RIGHT ON FORK AND UP THE
 TV1504'HILL FOR 0.2 KM (0.1 MI) TO STATION ON THE EAST SIDE OF HIGHEST
 TV1504'PART OF HILL.
 TV1504'
 TV1504'THE STATION IS A NOS BRASS DISK STAMPED---NELTHROPP 1982---
 TV1504'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS EXPOSED ONE FOOT ON
 TV1504'SURFACE.
 TV1504'
 TV1504'IT IS LOCATED,
 TV1504'6.4 METERS (21.0 FT) WEST FROM EAST SIDE OF HILL,
 TV1504'8.8 METERS (29.0 FT) EAST FRON THE CENTER LINE OF DIM TRACK ROAD.
 TV1504'
 TV1504'HEIGHT OF LIGHT SKOWN WAS 1.6 METERS.
 TV1504'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0207 ***********************************************************************
 TV0207  DESIGNATION -  NICHOLAS
 TV0207  PID         -  TV0207
 TV0207  STATE/COUNTY-  VQ/ST CROIX
 TV0207  COUNTRY     -  US
 TV0207  USGS QUAD   -  HAMS BAY (2013)
 TV0207
 TV0207                         *CURRENT SURVEY CONTROL
 TV0207  ______________________________________________________________________
 TV0207* NAD 83(1997) POSITION- 17 45 12.79500(N) 064 52 40.02986(W)   ADJUSTED
 TV0207* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0207  ______________________________________________________________________
 TV0207  GEOID HEIGHT    -        -42.148 (meters)                     GEOID18
 TV0207  LAPLACE CORR    -          5.12  (seconds)                    DEFLEC18
 TV0207  HORZ ORDER      -  THIRD
 TV0207
 TV0207.The horizontal coordinates were established by classical geodetic methods
 TV0207.and adjusted by the National Geodetic Survey in May 1997.
 TV0207
 TV0207.The orthometric height was scaled from a topographic map.
 TV0207
 TV0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0207.GEOID18 height accuracy estimate available here.
 TV0207
 TV0207.Click photographs - Photos may exist for this station.
 TV0207
 TV0207.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0207
 TV0207. The following values were computed from the NAD 83(1997) position.
 TV0207
 TV0207;                    North         East     Units Scale Factor Converg.
 TV0207;SPC PRVI     -   191,870.686   364,970.291   MT  1.00002877   +0 29 12.2
 TV0207;UTM  20      - 1,963,915.131   300,909.129   MT  1.00009008   -0 34 22.0
 TV0207
 TV0207:                Primary Azimuth Mark                     Grid Az
 TV0207:SPC PRVI     -  WASHINGTON                               169 04 25.7
 TV0207:UTM  20      -  WASHINGTON                               170 07 59.9
 TV0207
 TV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0090963915(NAD 83)
 TV0207
 TV0207|---------------------------------------------------------------------|
 TV0207| PID    Reference Object                     Distance      Geod. Az  |
 TV0207|                                                           dddmmss.s |
 TV0207| TV0206 WASHINGTON                          APPROX. 0.5 KM 1693337.9 |
 TV0207| CE5408 NICHOLAS RM 1                                      24803     |
 TV0207| CE5409 NICHOLAS RM 2                                      32958     |
 TV0207|---------------------------------------------------------------------|
 TV0207
 TV0207                          SUPERSEDED SURVEY CONTROL
 TV0207
 TV0207  NAD 83(1993)-  17 45 12.79320(N)    064 52 40.03904(W) AD(       ) 3
 TV0207  NAD 83(1986)-  17 45 12.77684(N)    064 52 40.02047(W) AD(       ) 3
 TV0207  PR          -  17 45 19.87285(N)    064 52 41.49256(W) AD(       ) 3
 TV0207
 TV0207.Superseded values are not recommended for survey control.
 TV0207
 TV0207.NGS no longer adjusts projects to the PR datum.
 TV0207.See file dsdata.pdf to determine how the superseded data were derived.
 TV0207
 TV0207_MARKER: Z = SEE DESCRIPTION
 TV0207_SETTING: 0 = UNSPECIFIED SETTING
 TV0207
 TV0207  HISTORY     - Date     Condition        Report By
 TV0207  HISTORY     - 1919     MONUMENTED       CGS
 TV0207  HISTORY     - 1977     GOOD             NGS
 TV0207
 TV0207                          STATION DESCRIPTION
 TV0207
 TV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0207'ON HIGHEST KNOLL OF RIDGE RUNNING W FROM NICHOLAS ESTATE
 TV0207'OLD SUGAR MILL.  THE STATION IS ON THE SOUTHERN PART OF THE TOP
 TV0207'OF THE HILL.  IT SEES BOTH NORTH SIDE AND BUTLERS BAY
 TV0207'MILLS.  MARKED BY A STANDARD BRASS DISK CEMENTED IN A DRILL HOLE
 TV0207'IN THE TOP OF A 1 METER IN DIAMETER ROCK OUTCROPPING 0.4 METER.
 TV0207'
 TV0207'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK
 TV0207'CEMENTED IN DRILL HOLE IN THE LARGEST OF GROUP OF
 TV0207'OUTCROPPING ROCKS ON SW EDGE OF THE HILLTOP.
 TV0207'
 TV0207'REFERENCE MARK NO.2 A SIMILAR DISK CEMENTED IN SHALLOW DRILL
 TV0207'HOLE IN TOP OF ONE OF GROUP OF SMALL OUTCROPPING ROCKS ON
 TV0207'WESTERN EDGE OF TOP OF HILL AND ABOUT 1 FOOT LOWER THAN THE
 TV0207'STATION MARK.
 TV0207'
 TV0207'TOP OF POLE - 3.38 METERS.
 TV0207
 TV0207                          STATION RECOVERY (1977)
 TV0207
 TV0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0207'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 TV0207'CONDITION AS DESCRIBED.  REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT
 TV0207'NOT FOUND AND IS PRESUMED DESTROYED.
 TV0207'
 TV0207'THE STATION MARK WAS USED AS AN AZIMUTH FOR STATION WASHINGTON.
 TV0207'
 TV0207'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.0 MI.
 TV0207'NORTH OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5040 ***********************************************************************
 TZ5040  DESIGNATION -  NISKY MISSION ABC NBC TOWER
 TZ5040  PID         -  TZ5040
 TZ5040  STATE/COUNTY-  VQ/ST THOMAS
 TZ5040  COUNTRY     -  US
 TZ5040  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5040
 TZ5040                         *CURRENT SURVEY CONTROL
 TZ5040  ______________________________________________________________________
 TZ5040* NAD 83(1997) POSITION- 18 20 03.40495(N) 064 57 16.04382(W)   ADJUSTED
 TZ5040* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5040  ______________________________________________________________________
 TZ5040  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TZ5040  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 TZ5040  HORZ ORDER      -  THIRD
 TZ5040
 TZ5040.The horizontal coordinates were established by classical geodetic methods
 TZ5040.and adjusted by the National Geodetic Survey in May 1997.
 TZ5040
 TZ5040.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5040
 TZ5040.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5040.GEOID18 height accuracy estimate available here.
 TZ5040
 TZ5040.Click photographs - Photos may exist for this station.
 TZ5040
 TZ5040.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5040
 TZ5040. The following values were computed from the NAD 83(1997) position.
 TZ5040
 TZ5040;                    North         East     Units Scale Factor Converg.
 TZ5040;SPC PRVI     -   256,076.616   356,320.254   MT  0.99999549   +0 27 45.8
 TZ5040;UTM  20      - 2,028,277.958   293,457.101   MT  1.00012742   -0 36 54.0
 TZ5040
 TZ5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9345728277(NAD 83)
 TZ5040
 TZ5040                          SUPERSEDED SURVEY CONTROL
 TZ5040
 TZ5040  NAD 83(1993)-  18 20 03.40315(N)    064 57 16.05377(W) AD(       ) 3
 TZ5040  LMSL    (07/06/94)   72.8    (m)          239.     (f) VERT ANG       
 TZ5040
 TZ5040.Superseded values are not recommended for survey control.
 TZ5040
 TZ5040.NGS no longer adjusts projects to the PR datum.
 TZ5040.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5040
 TZ5040_MARKER: 43 = RADIO/TV TOWER
 TZ5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5040+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 TZ5040
 TZ5040  HISTORY     - Date     Condition        Report By
 TZ5040  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5040  HISTORY     - 20050130 GOOD             USPSQD
 TZ5040
 TZ5040                          STATION DESCRIPTION
 TZ5040
 TZ5040'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5040'THE STATION IS LOCATED IN THE SOUTH CENTRAL PORTION OF ST THOMAS
 TZ5040'ISLAND IN THE U.S. VIRGIN ISLANDS.  IT IS ABOUT 1 MI (1.6 KM) WEST OF
 TZ5040'CHARLOTTE AMALIE AT THE SOUTH BASE OF THE HILL AT THE NISKY MORAVIAN
 TZ5040'MISSION.  IT IS A TRUSSWORK STEEL TOWER PAINTED IN ALTERNATING
 TZ5040'SECTIONS OF RED AND WHITE WITH A RED OBSTRUCTION LIGHT AT THE TOP.
 TZ5040'THE POINT INTERSECTED WAS THE CENTER OF THE OBSTRUCTION LIGHT.
 TZ5040
 TZ5040                          STATION RECOVERY (2005)
 TZ5040
 TZ5040'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEN)
 TZ5040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0210 ***********************************************************************
 TV0210  DESIGNATION -  NORTH SIDE
 TV0210  PID         -  TV0210
 TV0210  STATE/COUNTY-  VQ/ST CROIX
 TV0210  COUNTRY     -  US
 TV0210  USGS QUAD   -  HAMS BAY (2013)
 TV0210
 TV0210                         *CURRENT SURVEY CONTROL
 TV0210  ______________________________________________________________________
 TV0210* NAD 83(1997) POSITION- 17 45 38.95225(N) 064 53 19.37559(W)   ADJUSTED
 TV0210* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0210  ______________________________________________________________________
 TV0210  GEOID HEIGHT    -        -42.365 (meters)                     GEOID18
 TV0210  LAPLACE CORR    -          4.84  (seconds)                    DEFLEC18
 TV0210  HORZ ORDER      -  THIRD
 TV0210
 TV0210.The horizontal coordinates were established by classical geodetic methods
 TV0210.and adjusted by the National Geodetic Survey in May 1997.
 TV0210
 TV0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0210
 TV0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0210.GEOID18 height accuracy estimate available here.
 TV0210
 TV0210.Click photographs - Photos may exist for this station.
 TV0210
 TV0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0210
 TV0210. The following values were computed from the NAD 83(1997) position.
 TV0210
 TV0210;                    North         East     Units Scale Factor Converg.
 TV0210;SPC PRVI     -   192,665.041   363,804.444   MT  1.00002772   +0 28 59.9
 TV0210;UTM  20      - 1,964,730.962   299,758.096   MT  1.00009577   -0 34 34.8
 TV0210
 TV0210:                Primary Azimuth Mark                     Grid Az
 TV0210:SPC PRVI     -  HAMS USN                                 046 28 37.2
 TV0210:UTM  20      -  HAMS USN                                 047 32 11.9
 TV0210
 TV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9975864730(NAD 83)
 TV0210
 TV0210|---------------------------------------------------------------------|
 TV0210| PID    Reference Object                     Distance      Geod. Az  |
 TV0210|                                                           dddmmss.s |
 TV0210| TV0209 HAMS USN                            APPROX. 1.1 KM 0465737.1 |
 TV0210|---------------------------------------------------------------------|
 TV0210
 TV0210                          SUPERSEDED SURVEY CONTROL
 TV0210
 TV0210  NAD 83(1993)-  17 45 38.95058(N)    064 53 19.38547(W) AD(       ) 3
 TV0210  NAD 83(1986)-  17 45 38.93425(N)    064 53 19.36323(W) AD(       ) 3
 TV0210  PR          -  17 45 46.03316(N)    064 53 20.83705(W) AD(       ) 3
 TV0210  LMSL    (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 TV0210
 TV0210.Superseded values are not recommended for survey control.
 TV0210
 TV0210.NGS no longer adjusts projects to the PR datum.
 TV0210.See file dsdata.pdf to determine how the superseded data were derived.
 TV0210
 TV0210_MARKER: DD = SURVEY DISK
 TV0210_SETTING: 66 = SET IN ROCK OUTCROP
 TV0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0210
 TV0210  HISTORY     - Date     Condition        Report By
 TV0210  HISTORY     - 1980     MONUMENTED       NOS
 TV0210
 TV0210                          STATION DESCRIPTION
 TV0210
 TV0210'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0210'THE STATION IS LOCATED ON THE NORTHWEST END OF ST CROIX ON A
 TV0210'ROCKY SHORELINE SOUTH OF HAMS BAY, 0.8 KM (0.5 MI) SOUTH OF
 TV0210'REBECCAS PRIDE RESORT ENTRANCE AND SCENIC ROAD TURNOFF.
 TV0210'
 TV0210'TO REACH THE STATION FROM THE FREDERIKSTED MUNICIPAL PIER
 TV0210'GO EAST FOR 1 BLOCK TO A CROSS STREET, TURN LEFT AND GO NORTH
 TV0210'FOR 5.9 KM (3.65 MI) TO THE STATION ON LEFT.  THERE ARE TWO WHITE
 TV0210'HOUSES ON THE RIGHT SIDE OF THE ROAD, THE SOUTH HOUSE HAS AN OLD
 TV0210'CANNON ON FRONT LAWN.  THE STATION IS ON THE ROCKY
 TV0210'SHORELINE WITH A BEARING OF 325 DEGREES FROM THE NORTH
 TV0210'CORNER OF LOWER STEP OF THE NORTH HOUSE.
 TV0210'
 TV0210'THE STATION IS A STANDARD NOS DISK
 TV0210'STAMPED---NORTH SIDE 1980---,
 TV0210'CEMENTED IN A MASS OF CONCRETE, SET FLUSH IN THE ROCK.
 TV0210'IT IS LOCATED
 TV0210'2.1 METERS (6.9 FT) SOUTH FROM THE NORTH EDGE OF ROCKY SHORELINE AND
 TV0210'26.3 METERS (86.3 FT) NORTHWEST FROM TREELINE ALONG ROCKY SHORE.
 TV0210'
 TV0210'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0192 ***********************************************************************
 TV0192  DESIGNATION -  NORTH STAR MILL
 TV0192  PID         -  TV0192
 TV0192  STATE/COUNTY-  VQ/ST CROIX
 TV0192  COUNTRY     -  US
 TV0192  USGS QUAD   -  BARON BLUFF (2013)
 TV0192
 TV0192                         *CURRENT SURVEY CONTROL
 TV0192  ______________________________________________________________________
 TV0192* NAD 83(1997) POSITION- 17 46 03.90809(N) 064 49 02.45417(W)   ADJUSTED
 TV0192  ______________________________________________________________________
 TV0192  GEOID HEIGHT    -        -42.002 (meters)                     GEOID18
 TV0192  LAPLACE CORR    -          4.10  (seconds)                    DEFLEC18
 TV0192  HORZ ORDER      -  THIRD
 TV0192
 TV0192.The horizontal coordinates were established by classical geodetic methods
 TV0192.and adjusted by the National Geodetic Survey in May 1997.
 TV0192
 TV0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0192.GEOID18 height accuracy estimate available here.
 TV0192
 TV0192.Click photographs - Photos may exist for this station.
 TV0192
 TV0192.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0192
 TV0192. The following values were computed from the NAD 83(1997) position.
 TV0192
 TV0192;                    North         East     Units Scale Factor Converg.
 TV0192;SPC PRVI     -   193,497.584   371,365.852   MT  1.00002674   +0 30 20.2
 TV0192;UTM  20      - 1,965,423.515   307,333.991   MT  1.00005896   -0 33 17.1
 TV0192
 TV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0733365423(NAD 83)
 TV0192
 TV0192                          SUPERSEDED SURVEY CONTROL
 TV0192
 TV0192  NAD 83(1993)-  17 46 03.90648(N)    064 49 02.46390(W) AD(       ) 3
 TV0192  NAD 83(1986)-  17 46 03.89184(N)    064 49 02.44464(W) AD(       ) 3
 TV0192  PR          -  17 46 10.99030(N)    064 49 03.92289(W) AD(       ) 3
 TV0192
 TV0192.Superseded values are not recommended for survey control.
 TV0192
 TV0192.NGS no longer adjusts projects to the PR datum.
 TV0192.See file dsdata.pdf to determine how the superseded data were derived.
 TV0192
 TV0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0192
 TV0192  HISTORY     - Date     Condition        Report By
 TV0192  HISTORY     - UNK      MONUMENTED
 TV0192  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0192  HISTORY     - 1980     GOOD             NOS
 TV0192
 TV0192                          STATION DESCRIPTION
 TV0192
 TV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0192'STATION IS IN PLACE.
 TV0192
 TV0192                          STATION RECOVERY (1980)
 TV0192
 TV0192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0192'THE STATION WAS RECOVERED.  IT HAS NO ROOF OR DEFINITE
 TV0192'CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0094 ***********************************************************************
 TV0094  DESIGNATION -  NUGENT
 TV0094  PID         -  TV0094
 TV0094  STATE/COUNTY-  VQ/ST CROIX
 TV0094  COUNTRY     -  US
 TV0094  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0094
 TV0094                         *CURRENT SURVEY CONTROL
 TV0094  ______________________________________________________________________
 TV0094* NAD 83(1997) POSITION- 17 42 55.82741(N) 064 39 59.89402(W)   ADJUSTED
 TV0094* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0094  ______________________________________________________________________
 TV0094  GEOID HEIGHT    -        -41.175 (meters)                     GEOID18
 TV0094  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 TV0094  HORZ ORDER      -  THIRD
 TV0094
 TV0094.The horizontal coordinates were established by classical geodetic methods
 TV0094.and adjusted by the National Geodetic Survey in May 1997.
 TV0094
 TV0094.The orthometric height was scaled from a topographic map.
 TV0094
 TV0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0094.GEOID18 height accuracy estimate available here.
 TV0094
 TV0094.Click photographs - Photos may exist for this station.
 TV0094
 TV0094.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0094
 TV0094. The following values were computed from the NAD 83(1997) position.
 TV0094
 TV0094;                    North         East     Units Scale Factor Converg.
 TV0094;SPC PRVI     -   187,862.988   387,403.210   MT  1.00003450   +0 33 10.0
 TV0094;UTM  20      - 1,959,493.197   323,264.212   MT  0.99998620   -0 30 26.2
 TV0094
 TV0094:                Primary Azimuth Mark                     Grid Az
 TV0094:SPC PRVI     -  PETRONELLA MILL                          354 25 55.7
 TV0094:UTM  20      -  PETRONELLA MILL                          355 29 31.9
 TV0094
 TV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2326459493(NAD 83)
 TV0094
 TV0094|---------------------------------------------------------------------|
 TV0094| PID    Reference Object                     Distance      Geod. Az  |
 TV0094|                                                           dddmmss.s |
 TV0094| TV0093 SIGHT MILL                          APPROX. 2.8 KM 0111517.1 |
 TV0094| TV0092 GREAT POND BAY WINDMILL             APPROX. 1.8 KM 0372137.4 |
 TV0094| TV0091 GREAT POND ESTATE WINDMILL          APPROX. 2.1 KM 0625333.0 |
 TV0094| CE5426 NUGENT RM 1                                        08657     |
 TV0094| CE5427 NUGENT RM 2                                        16354     |
 TV0094| CE5428 NUGENT RM 3                                        19908     |
 TV0094| TV0097 LOWRY HILL FLAGPOLE                 APPROX. 2.7 KM 3474635.9 |
 TV0094| TV0095 PETRONELLA MILL                     APPROX. 1.5 KM 3545905.7 |
 TV0094|---------------------------------------------------------------------|
 TV0094
 TV0094                          SUPERSEDED SURVEY CONTROL
 TV0094
 TV0094  NAD 83(1993)-  17 42 55.82565(N)    064 39 59.90396(W) AD(       ) 3
 TV0094  NAD 83(1986)-  17 42 55.81130(N)    064 39 59.87636(W) AD(       ) 3
 TV0094  PR          -  17 43 02.90521(N)    064 40 01.36280(W) AD(       ) 3
 TV0094
 TV0094.Superseded values are not recommended for survey control.
 TV0094
 TV0094.NGS no longer adjusts projects to the PR datum.
 TV0094.See file dsdata.pdf to determine how the superseded data were derived.
 TV0094
 TV0094_MARKER: Z = SEE DESCRIPTION
 TV0094_SETTING: 0 = UNSPECIFIED SETTING
 TV0094
 TV0094  HISTORY     - Date     Condition        Report By
 TV0094  HISTORY     - 1919     MONUMENTED       CGS
 TV0094  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0094  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0094
 TV0094                          STATION DESCRIPTION
 TV0094
 TV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0094'STATION IS ON TOP OF HILL FORMING PROMINENT POINT IN THE S SHORE
 TV0094'AT FAIRHAM ESTATE.  THE POINT FORMS THE WESTERN END OF GREAT POND
 TV0094'BAY.  THE STATION IS 400 METERS E OF FAIRHAM OLD SUGAR FAN
 TV0094'MILL.  MARKED BY A BRASS DISK IN A 6-INCH DIAMETER CEMENT POST
 TV0094'18-INCHES LONG PROJECTING ABOUT 3 INCHES ABOVE THE MIDDLE OF
 TV0094'THE TOP OF THE HILL.
 TV0094'
 TV0094'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0094'IN A DRILL HOLE IN A SMALL OUTCROPPING ROCK ON THE SE EDGE OF
 TV0094'THE HILLTOP.
 TV0094'
 TV0094'REFERENCE MARK NO.2 IS A SIMILAR MARK IN A ROCK OUTCROPPING
 TV0094'ON THE MIDDLE OF THE RIDGE.
 TV0094'
 TV0094'REFERENCE MARK NO.3 IS A SIMILAR MARK IN ROCK OUTCROPPING ON
 TV0094'SW SIDE OF THE HILLTOP.
 TV0094'
 TV0094'TOP OF POLE - 3.81 METERS.
 TV0094
 TV0094                          STATION RECOVERY (1925)
 TV0094
 TV0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0094'STATION WAS NOT VISITED.  USED FOR OFF-SHORE WORK.
 TV0094
 TV0094                          STATION RECOVERY (1965)
 TV0094
 TV0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0094'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TV0094'EXCEPT REFERENCE MARK NO. 1 WHICH WAS ASSUMED TO BE
 TV0094'DESTROYED.  REFERENCE MARK NO 3 WAS FOUND TO BE STAMPED NO 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0068 ***********************************************************************
 TV0068  DESIGNATION -  ONE
 TV0068  PID         -  TV0068
 TV0068  STATE/COUNTY-  VQ/ST CROIX
 TV0068  COUNTRY     -  US
 TV0068  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0068
 TV0068                         *CURRENT SURVEY CONTROL
 TV0068  ______________________________________________________________________
 TV0068* NAD 83(1997) POSITION- 17 45 18.64276(N) 064 41 40.20761(W)   ADJUSTED
 TV0068* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0068  ______________________________________________________________________
 TV0068  GEOID HEIGHT    -        -41.364 (meters)                     GEOID18
 TV0068  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 TV0068  HORZ ORDER      -  THIRD
 TV0068
 TV0068.The horizontal coordinates were established by classical geodetic methods
 TV0068.and adjusted by the National Geodetic Survey in May 1997.
 TV0068
 TV0068.The orthometric height was scaled from a topographic map.
 TV0068
 TV0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0068.GEOID18 height accuracy estimate available here.
 TV0068
 TV0068.Click photographs - Photos may exist for this station.
 TV0068
 TV0068.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0068
 TV0068. The following values were computed from the NAD 83(1997) position.
 TV0068
 TV0068;                    North         East     Units Scale Factor Converg.
 TV0068;SPC PRVI     -   192,225.311   384,405.824   MT  1.00002853   +0 32 38.6
 TV0068;UTM  20      - 1,963,910.078   320,348.191   MT  0.99999905   -0 31 00.8
 TV0068
 TV0068:                Primary Azimuth Mark                     Grid Az
 TV0068:SPC PRVI     -  SHOYS MILL                               090 15 28.2
 TV0068:UTM  20      -  SHOYS MILL                               091 19 07.6
 TV0068
 TV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2034863910(NAD 83)
 TV0068
 TV0068|---------------------------------------------------------------------|
 TV0068| PID    Reference Object                     Distance      Geod. Az  |
 TV0068|                                                           dddmmss.s |
 TV0068| TV0064 SHOYS MILL                          APPROX. 1.4 KM 0904806.8 |
 TV0068| TV0067 FORT LOUISE AUGUSTA LIGHT            15.851 METERS 14124     |
 TV0068| TV0072 LITTLE PRINCESS CHIMNEY             APPROX. 3.2 KM 2730306.3 |
 TV0068|---------------------------------------------------------------------|
 TV0068
 TV0068                          SUPERSEDED SURVEY CONTROL
 TV0068
 TV0068  NAD 83(1993)-  17 45 18.64111(N)    064 41 40.21760(W) AD(       ) 3
 TV0068  NAD 83(1986)-  17 45 18.62653(N)    064 41 40.19271(W) AD(       ) 3
 TV0068  PR          -  17 45 25.72400(N)    064 41 41.67845(W) AD(       ) 3
 TV0068
 TV0068.Superseded values are not recommended for survey control.
 TV0068
 TV0068.NGS no longer adjusts projects to the PR datum.
 TV0068.See file dsdata.pdf to determine how the superseded data were derived.
 TV0068
 TV0068
 TV0068  HISTORY     - Date     Condition        Report By
 TV0068  HISTORY     - 1924     MONUMENTED       CGS
 TV0068
 TV0068                          STATION DESCRIPTION
 TV0068
 TV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0068'STATION IS DESCRIBED IN BUOY LIST, 1925, U.S. LIGHTHOUSE SERVICE,
 TV0068'PAGE 19.  MAIN CHANNEL CHRISTIANSTED HARBOR, ENTRANCE FRONT
 TV0068'RANGE BEACON.  ON AXIS OF CHANNEL BETWEEN GREAT MIDDLE GROUND
 TV0068'AND SCOTCH BANK.
 TV0068'
 TV0068'STRUCTURE IS 14 FEET HIGH.  TWO WHITE TRIANGULAR DAYMARKS, APEX
 TV0068'TO APEX ON PYRAMIDAL CONCRETE BASE.
 TV0068'
 TV0068'STATION IS LOCATED ON POINT, A SHORT DISTANCE FROM FORT LOUISA
 TV0068'LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0110 ***********************************************************************
 TV0110  DESIGNATION -  ORANGE GROVE MILL
 TV0110  PID         -  TV0110
 TV0110  STATE/COUNTY-  VQ/ST CROIX
 TV0110  COUNTRY     -  US
 TV0110  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0110
 TV0110                         *CURRENT SURVEY CONTROL
 TV0110  ______________________________________________________________________
 TV0110* NAD 83(1997) POSITION- 17 44 43.77987(N) 064 43 03.21280(W)   ADJUSTED
 TV0110  ______________________________________________________________________
 TV0110  GEOID HEIGHT    -        -41.337 (meters)                     GEOID18
 TV0110  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 TV0110  HORZ ORDER      -  THIRD
 TV0110
 TV0110.The horizontal coordinates were established by classical geodetic methods
 TV0110.and adjusted by the National Geodetic Survey in May 1997.
 TV0110
 TV0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0110.GEOID18 height accuracy estimate available here.
 TV0110
 TV0110.Click photographs - Photos may exist for this station.
 TV0110
 TV0110.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0110
 TV0110. The following values were computed from the NAD 83(1997) position.
 TV0110
 TV0110;                    North         East     Units Scale Factor Converg.
 TV0110;SPC PRVI     -   191,130.445   381,970.708   MT  1.00002995   +0 32 12.6
 TV0110;UTM  20      - 1,962,860.504   317,893.285   MT  1.00001003   -0 31 25.1
 TV0110
 TV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1789362860(NAD 83)
 TV0110
 TV0110                          SUPERSEDED SURVEY CONTROL
 TV0110
 TV0110  NAD 83(1993)-  17 44 43.77811(N)    064 43 03.22271(W) AD(       ) 3
 TV0110  NAD 83(1986)-  17 44 43.76302(N)    064 43 03.19846(W) AD(       ) 3
 TV0110  PR          -  17 44 50.85971(N)    064 43 04.67949(W) AD(       ) 3
 TV0110
 TV0110.Superseded values are not recommended for survey control.
 TV0110
 TV0110.NGS no longer adjusts projects to the PR datum.
 TV0110.See file dsdata.pdf to determine how the superseded data were derived.
 TV0110
 TV0110
 TV0110  HISTORY     - Date     Condition        Report By
 TV0110  HISTORY     - UNK      MONUMENTED
 TV0110  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0110
 TV0110                          STATION DESCRIPTION
 TV0110
 TV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0110'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0549 ***********************************************************************
 TV0549  DESIGNATION -  OUT 1918
 TV0549  PID         -  TV0549
 TV0549  STATE/COUNTY-  VQ/ST THOMAS
 TV0549  COUNTRY     -  US
 TV0549  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0549
 TV0549                         *CURRENT SURVEY CONTROL
 TV0549  ______________________________________________________________________
 TV0549* NAD 83(1997) POSITION- 18 24 05.55462(N) 064 58 30.63287(W)   ADJUSTED
 TV0549* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0549  ______________________________________________________________________
 TV0549  GEOID HEIGHT    -        -42.478 (meters)                     GEOID18
 TV0549  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 TV0549  HORZ ORDER      -  THIRD
 TV0549
 TV0549.The horizontal coordinates were established by classical geodetic methods
 TV0549.and adjusted by the National Geodetic Survey in May 1997.
 TV0549
 TV0549.The orthometric height was scaled from a topographic map.
 TV0549
 TV0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0549.GEOID18 height accuracy estimate available here.
 TV0549
 TV0549.Click photographs - Photos may exist for this station.
 TV0549
 TV0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0549
 TV0549. The following values were computed from the NAD 83(1997) position.
 TV0549
 TV0549;                    North         East     Units Scale Factor Converg.
 TV0549;SPC PRVI     -   263,503.861   354,070.958   MT  0.99999823   +0 27 22.5
 TV0549;UTM  20      - 2,035,747.253   291,347.760   MT  1.00013824   -0 37 25.5
 TV0549
 TV0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9134735747(NAD 83)
 TV0549
 TV0549                          SUPERSEDED SURVEY CONTROL
 TV0549
 TV0549  NAD 83(1993)-  18 24 05.55747(N)    064 58 30.64356(W) AD(       ) 3
 TV0549  NAD 83(1986)-  18 24 05.52994(N)    064 58 30.60349(W) AD(       ) 3
 TV0549  PR          -  18 24 12.68992(N)    064 58 32.08100(W) AD(       ) 3
 TV0549
 TV0549.Superseded values are not recommended for survey control.
 TV0549
 TV0549.NGS no longer adjusts projects to the PR datum.
 TV0549.See file dsdata.pdf to determine how the superseded data were derived.
 TV0549
 TV0549
 TV0549  HISTORY     - Date     Condition        Report By
 TV0549  HISTORY     - 1918     MONUMENTED       CGS
 TV0549  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0549
 TV0549                          STATION DESCRIPTION
 TV0549
 TV0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0549'STATION LANDING WAS MADE ON WHAT APPEARS FROM OFF SHORE TO BE
 TV0549'A DETACHED ROCK LYING ABOUT 170 METERS FROM POINT ON W SIDE DURING
 TV0549'A HEAVY SWELL, THIS PLACE BEING STEEP AND HAVING FOOT HOLD
 TV0549'PLACES ON NW SIDE OF ROCK, AFFORDS EASY LANDING, WHILE IT IS
 TV0549'IMPOSSIBLE TO LAND ELSEWHERE.
 TV0549'
 TV0549'THE ROCK IS SEPARATED FROM THE MAIN LAND, BUT CAN BE CROSSED
 TV0549'BY FOOT.
 TV0549'
 TV0549'THE STATION IS ON THE MIDDLE OF THREE HIGH PARTS OF THE POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0548 ***********************************************************************
 TV0548  DESIGNATION -  OUTER BRASS
 TV0548  PID         -  TV0548
 TV0548  STATE/COUNTY-  VQ/ST THOMAS
 TV0548  COUNTRY     -  US
 TV0548  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0548
 TV0548                         *CURRENT SURVEY CONTROL
 TV0548  ______________________________________________________________________
 TV0548* NAD 83(1997) POSITION- 18 23 39.93164(N) 064 58 15.48411(W)   ADJUSTED
 TV0548* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0548  ______________________________________________________________________
 TV0548  GEOID HEIGHT    -        -42.428 (meters)                     GEOID18
 TV0548  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 TV0548  HORZ ORDER      -  THIRD
 TV0548
 TV0548.The horizontal coordinates were established by classical geodetic methods
 TV0548.and adjusted by the National Geodetic Survey in May 1997.
 TV0548
 TV0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0548
 TV0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0548.GEOID18 height accuracy estimate available here.
 TV0548
 TV0548.Click photographs - Photos may exist for this station.
 TV0548
 TV0548.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0548
 TV0548. The following values were computed from the NAD 83(1997) position.
 TV0548
 TV0548;                    North         East     Units Scale Factor Converg.
 TV0548;SPC PRVI     -   262,719.633   354,521.861   MT  0.99999787   +0 27 27.2
 TV0548;UTM  20      - 2,034,954.557   291,783.865   MT  1.00013600   -0 37 19.8
 TV0548
 TV0548:                Primary Azimuth Mark                     Grid Az
 TV0548:SPC PRVI     -  CROWN                                    181 00 14.0
 TV0548:UTM  20      -  CROWN                                    182 05 01.0
 TV0548
 TV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9178334954(NAD 83)
 TV0548
 TV0548|---------------------------------------------------------------------|
 TV0548| PID    Reference Object                     Distance      Geod. Az  |
 TV0548|                                                           dddmmss.s |
 TV0548| CE5434 OUTER BRASS RM 1                                   02300     |
 TV0548| TV0537 CROWN                               APPROX. 4.2 KM 1812741.2 |
 TV0548| TV0539 GOOD                                APPROX. 2.4 KM 1880659.0 |
 TV0548|---------------------------------------------------------------------|
 TV0548
 TV0548                          SUPERSEDED SURVEY CONTROL
 TV0548
 TV0548  NAD 83(1993)-  18 23 39.93443(N)    064 58 15.49443(W) AD(       ) 3
 TV0548  NAD 83(1986)-  18 23 39.90602(N)    064 58 15.45477(W) AD(       ) 3
 TV0548  PR          -  18 23 47.06912(N)    064 58 16.93083(W) AD(       ) 3
 TV0548  LMSL    (07/19/86)  125.6    (m)          412.     (f) VERT ANG       
 TV0548
 TV0548.Superseded values are not recommended for survey control.
 TV0548
 TV0548.NGS no longer adjusts projects to the PR datum.
 TV0548.See file dsdata.pdf to determine how the superseded data were derived.
 TV0548
 TV0548
 TV0548  HISTORY     - Date     Condition        Report By
 TV0548  HISTORY     - 1918     MONUMENTED       CGS
 TV0548
 TV0548                          STATION DESCRIPTION
 TV0548
 TV0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0548'MAIN SCHEME STATION OUTER BRASS IS ON THE TOP OF THE HIGHEST
 TV0548'HILL OF OUTER BRASS ISLAND, N SIDE OF ST. THOMAS ISLAND.
 TV0548'
 TV0548'MARKED BY A COPPER BOLT CEMENTED INTO A BOULDER.
 TV0548'
 TV0548'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN THE
 TV0548'TOP OF A BOULDER.  IT IS 2.89 METERS N 23 DEG 00 MIN E (TRUE)
 TV0548'FROM STATION.
 TV0548'
 TV0548'MARKED BY THE DANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0148 ***********************************************************************
 TV0148  DESIGNATION -  PARADISE MILL
 TV0148  PID         -  TV0148
 TV0148  STATE/COUNTY-  VQ/ST CROIX
 TV0148  COUNTRY     -  US
 TV0148  USGS QUAD   -  LONG POINT (2013)
 TV0148
 TV0148                         *CURRENT SURVEY CONTROL
 TV0148  ______________________________________________________________________
 TV0148* NAD 83(1997) POSITION- 17 42 20.90403(N) 064 48 55.45742(W)   ADJUSTED
 TV0148  ______________________________________________________________________
 TV0148  GEOID HEIGHT    -        -41.336 (meters)                     GEOID18
 TV0148  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 TV0148  HORZ ORDER      -  THIRD
 TV0148
 TV0148.The horizontal coordinates were established by classical geodetic methods
 TV0148.and adjusted by the National Geodetic Survey in May 1997.
 TV0148
 TV0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0148.GEOID18 height accuracy estimate available here.
 TV0148
 TV0148.Click photographs - Photos may exist for this station.
 TV0148
 TV0148.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0148
 TV0148. The following values were computed from the NAD 83(1997) position.
 TV0148
 TV0148;                    North         East     Units Scale Factor Converg.
 TV0148;SPC PRVI     -   186,643.482   371,632.524   MT  1.00003604   +0 30 22.4
 TV0148;UTM  20      - 1,958,565.466   307,473.890   MT  1.00005830   -0 33 08.2
 TV0148
 TV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0747358565(NAD 83)
 TV0148
 TV0148                          SUPERSEDED SURVEY CONTROL
 TV0148
 TV0148  NAD 83(1993)-  17 42 20.90228(N)    064 48 55.46714(W) AD(       ) 3
 TV0148  NAD 83(1986)-  17 42 20.88585(N)    064 48 55.44696(W) AD(       ) 3
 TV0148  PR          -  17 42 27.97619(N)    064 48 56.92320(W) AD(       ) 3
 TV0148
 TV0148.Superseded values are not recommended for survey control.
 TV0148
 TV0148.NGS no longer adjusts projects to the PR datum.
 TV0148.See file dsdata.pdf to determine how the superseded data were derived.
 TV0148
 TV0148
 TV0148  HISTORY     - Date     Condition        Report By
 TV0148  HISTORY     - 1918     MONUMENTED       CGS
 TV0148  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0148
 TV0148                          STATION DESCRIPTION
 TV0148
 TV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0148'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0491 ***********************************************************************
 TV0491  DESIGNATION -  PASS 1918
 TV0491  PID         -  TV0491
 TV0491  STATE/COUNTY-  VQ/ST THOMAS
 TV0491  COUNTRY     -  US
 TV0491  USGS QUAD   -  CRUZ BAY (2013)
 TV0491
 TV0491                         *CURRENT SURVEY CONTROL
 TV0491  ______________________________________________________________________
 TV0491* NAD 83(1997) POSITION- 18 18 53.78502(N) 064 50 04.22813(W)   ADJUSTED
 TV0491* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0491  ______________________________________________________________________
 TV0491  GEOID HEIGHT    -        -42.195 (meters)                     GEOID18
 TV0491  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 TV0491  HORZ ORDER      -  THIRD
 TV0491
 TV0491.The horizontal coordinates were established by classical geodetic methods
 TV0491.and adjusted by the National Geodetic Survey in May 1997.
 TV0491
 TV0491.The orthometric height was scaled from a topographic map.
 TV0491
 TV0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0491.GEOID18 height accuracy estimate available here.
 TV0491
 TV0491.Click photographs - Photos may exist for this station.
 TV0491
 TV0491.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0491
 TV0491. The following values were computed from the NAD 83(1997) position.
 TV0491
 TV0491;                    North         East     Units Scale Factor Converg.
 TV0491;SPC PRVI     -   254,042.749   369,017.463   MT  0.99999495   +0 30 00.9
 TV0491;UTM  20      - 2,026,005.494   306,115.098   MT  1.00006475   -0 34 36.0
 TV0491
 TV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0611526005(NAD 83)
 TV0491
 TV0491                          SUPERSEDED SURVEY CONTROL
 TV0491
 TV0491  NAD 83(1993)-  18 18 53.78519(N)    064 50 04.23143(W) AD(       ) 3
 TV0491  NAD 83(1986)-  18 18 53.75229(N)    064 50 04.19518(W) AD(       ) 3
 TV0491  PR          -  18 19 00.91555(N)    064 50 05.69154(W) AD(       ) 3
 TV0491
 TV0491.Superseded values are not recommended for survey control.
 TV0491
 TV0491.NGS no longer adjusts projects to the PR datum.
 TV0491.See file dsdata.pdf to determine how the superseded data were derived.
 TV0491
 TV0491_MARKER: Z = SEE DESCRIPTION
 TV0491_SETTING: 0 = UNSPECIFIED SETTING
 TV0491
 TV0491  HISTORY     - Date     Condition        Report By
 TV0491  HISTORY     - 1918     MONUMENTED       CGS
 TV0491  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0491  HISTORY     - 1973     MARK NOT FOUND   NGS
 TV0491
 TV0491                          STATION DESCRIPTION
 TV0491
 TV0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0491'STATION IS SITUATED IN THE CENTER OF THE SMALL ISLAND LYING IN
 TV0491'THE MIDDLE OF THE CURRENT HOLE PASSAGE BETWEEN ST. THOMAS AND
 TV0491'ST. JOHN ISLANDS.
 TV0491'
 TV0491'STATION IS MARKED BY A STANDARD BRASS DISK EMBEDDED IN CEMENT.
 TV0491
 TV0491                          STATION RECOVERY (1926)
 TV0491
 TV0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0491'STATION RECOVERED AS DESCRIBED.
 TV0491
 TV0491                          STATION RECOVERY (1973)
 TV0491
 TV0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0491'SEARCHED FOR BUT NOT RECOVERED.  APPROXIMATELY 1-1/2 MAN HOURS WERE
 TV0491'SPENT LOOKING FOR THIS STATION.  THE SURFACE OF THE SMALL ROCK
 TV0491'ISLAND IS EXTREMELY WEATHERED, AND THE MARK IS BELIEVED TO BE LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0176 ***********************************************************************
 TV0176  DESIGNATION -  PEIRCE
 TV0176  PID         -  TV0176
 TV0176  STATE/COUNTY-  VQ/ST CROIX
 TV0176  COUNTRY     -  US
 TV0176  USGS QUAD   -  FREDERIKSTED (2013)
 TV0176
 TV0176                         *CURRENT SURVEY CONTROL
 TV0176  ______________________________________________________________________
 TV0176* NAD 83(1997) POSITION- 17 42 49.15686(N) 064 53 16.69683(W)   ADJUSTED
 TV0176* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0176  ______________________________________________________________________
 TV0176  GEOID HEIGHT    -        -41.706 (meters)                     GEOID18
 TV0176  LAPLACE CORR    -          4.78  (seconds)                    DEFLEC18
 TV0176  HORZ ORDER      -  THIRD
 TV0176
 TV0176.The horizontal coordinates were established by classical geodetic methods
 TV0176.and adjusted by the National Geodetic Survey in May 1997.
 TV0176
 TV0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0176
 TV0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0176.GEOID18 height accuracy estimate available here.
 TV0176
 TV0176.Click photographs - Photos may exist for this station.
 TV0176
 TV0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0176
 TV0176. The following values were computed from the NAD 83(1997) position.
 TV0176
 TV0176;                    North         East     Units Scale Factor Converg.
 TV0176;SPC PRVI     -   187,445.587   363,927.407   MT  1.00003480   +0 29 00.7
 TV0176;UTM  20      - 1,959,509.790   299,784.584   MT  1.00009564   -0 34 28.7
 TV0176
 TV0176:                Primary Azimuth Mark                     Grid Az
 TV0176:SPC PRVI     -  PEIRCE AZ 1                              123 49 19.2
 TV0176:UTM  20      -  PEIRCE AZ 1                              124 52 48.6
 TV0176
 TV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9978459509(NAD 83)
 TV0176
 TV0176|---------------------------------------------------------------------|
 TV0176| PID    Reference Object                     Distance      Geod. Az  |
 TV0176|                                                           dddmmss.s |
 TV0176| TV0174 PEIRCE AZ 2                         APPROX. 0.6 KM 0384213.8 |
 TV0176| TV0175 1584 E                              389.166 METERS 08151     |
 TV0176| TV0169 RED CHURCH STEEPLE                  APPROX. 0.9 KM 0954842.0 |
 TV0176| TV0173 PEIRCE AZ 1                         APPROX. 0.6 KM 1241819.9 |
 TV0176|---------------------------------------------------------------------|
 TV0176
 TV0176                          SUPERSEDED SURVEY CONTROL
 TV0176
 TV0176  NAD 83(1993)-  17 42 49.15508(N)    064 53 16.70679(W) AD(       ) 3
 TV0176  NAD 83(1986)-  17 42 49.13887(N)    064 53 16.68535(W) AD(       ) 3
 TV0176  PR          -  17 42 56.22953(N)    064 53 18.15833(W) AD(       ) 3
 TV0176  LMSL    (07/19/86)    2.2    (m)            7.     (f) VERT ANG       
 TV0176
 TV0176.Superseded values are not recommended for survey control.
 TV0176
 TV0176.NGS no longer adjusts projects to the PR datum.
 TV0176.See file dsdata.pdf to determine how the superseded data were derived.
 TV0176
 TV0176_MARKER: DD = SURVEY DISK
 TV0176_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV0176+WITH SETTING: PAVEMENT
 TV0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0176+STABILITY: SURFACE MOTION
 TV0176
 TV0176  HISTORY     - Date     Condition        Report By
 TV0176  HISTORY     - 1980     MONUMENTED       NOS
 TV0176  HISTORY     - 19950427 MARK NOT FOUND   USPSQD
 TV0176
 TV0176                          STATION DESCRIPTION
 TV0176
 TV0176'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0176'THE STATION IS LOCATED ON THE WEST END OF ST CROIX IN
 TV0176'FREDERIKSTED, ON THE WEST END OF THE MUNICIPAL PIER.
 TV0176'
 TV0176'TO REACH THE STATION FROM THE EAST END OF FREDERICKSTED PIER
 TV0176'GO WEST FOR 0.4 KM (0.25 MI) TO END OF MAIN PIER AND STATION.
 TV0176'
 TV0176'THE STATION IS A STANDARD NOS DISK
 TV0176'STAMPED---PEIRCE 1980---,
 TV0176'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER, FLUSH.
 TV0176'IT IS LOCATED
 TV0176'9.1 METERS (29.1 FT) SOUTH FROM THE OUTSIDE NORTH EDGE OF PIER,
 TV0176'8.95 METERS (29.4 FT) NORTH FROM THE OUTSIDE SOUTH EDGE OF PIER
 TV0176'AND
 TV0176'0.62 METERS (2 FT) EAST FROM INSIDE WEST EDGE AT END OF PIER.
 TV0176'
 TV0176'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 TV0176
 TV0176                          STATION RECOVERY (1995)
 TV0176
 TV0176'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0174 ***********************************************************************
 TV0174  DESIGNATION -  PEIRCE AZ 2
 TV0174  PID         -  TV0174
 TV0174  STATE/COUNTY-  VQ/ST CROIX
 TV0174  COUNTRY     -  US
 TV0174  USGS QUAD   -  FREDERIKSTED (2013)
 TV0174
 TV0174                         *CURRENT SURVEY CONTROL
 TV0174  ______________________________________________________________________
 TV0174* NAD 83(1997) POSITION- 17 43 05.09000(N) 064 53 03.37585(W)   NO CHECK
 TV0174* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0174  ______________________________________________________________________
 TV0174  GEOID HEIGHT    -        -41.720 (meters)                     GEOID18
 TV0174  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC18
 TV0174  HORZ ORDER      -  THIRD
 TV0174
 TV0174.The horizontal coordinates were established by classical geodetic methods
 TV0174.and adjusted by the National Geodetic Survey in May 1997.
 TV0174
 TV0174.No horizontal observational check was made to the station.
 TV0174
 TV0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0174
 TV0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0174.GEOID18 height accuracy estimate available here.
 TV0174
 TV0174.Click photographs - Photos may exist for this station.
 TV0174
 TV0174.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0174
 TV0174. The following values were computed from the NAD 83(1997) position.
 TV0174
 TV0174;                    North         East     Units Scale Factor Converg.
 TV0174;SPC PRVI     -   187,938.746   364,315.767   MT  1.00003410   +0 29 04.9
 TV0174;UTM  20      - 1,959,995.721   300,182.010   MT  1.00009367   -0 34 25.1
 TV0174
 TV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0018259995(NAD 83)
 TV0174
 TV0174                          SUPERSEDED SURVEY CONTROL
 TV0174
 TV0174  NAD 83(1993)-  17 43 05.08821(N)    064 53 03.38580(W) AD(       ) 3
 TV0174  NAD 83(1986)-  17 43 05.07226(N)    064 53 03.36470(W) AD(       ) 3
 TV0174  PR          -  17 43 12.16355(N)    064 53 04.83772(W) AD(       ) 3
 TV0174  LMSL    (07/19/86)    0.6    (m)            2.     (f) VERT ANG       
 TV0174
 TV0174.Superseded values are not recommended for survey control.
 TV0174
 TV0174.NGS no longer adjusts projects to the PR datum.
 TV0174.See file dsdata.pdf to determine how the superseded data were derived.
 TV0174
 TV0174_MARKER: DD = SURVEY DISK
 TV0174_SETTING: 66 = SET IN ROCK OUTCROP
 TV0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0174
 TV0174  HISTORY     - Date     Condition        Report By
 TV0174  HISTORY     - 1980     MONUMENTED       NOS
 TV0174  HISTORY     - 19950427 GOOD             USPSQD
 TV0174
 TV0174                          STATION DESCRIPTION
 TV0174
 TV0174'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0174'THE STATION IS LOCATED 0.4 KM (0.25 MI) NORTH OF THE FREDERIKSTED
 TV0174'MUNICIPAL PIER.
 TV0174'
 TV0174'TO REACH THE STATION FROM THE FREDERIKSTED MUNICIPAL PIER
 TV0174'GO EAST FOR 1 BLOCK TO A CROSSROAD.  TURN LEFT AND GO NORTH
 TV0174'FOR 0.5 KM (0.25 MI) TO A BALL PARK DIAMOND ON RIGHT AND
 TV0174'STATION ON LEFT AT END OF PUBLIC BEACH.
 TV0174'
 TV0174'THE STATION IS A STANDARD NOS DISK
 TV0174'STAMPED---PEIRCE AZ 2 1980---,
 TV0174'CEMENTED IN A MASS OF CONCRETE IN A ROCK POCKET, FLUSH.
 TV0174'IT IS LOCATED
 TV0174'25.5 METERS (83.7 FT) SOUTH FROM THE SOUTHWEST EDGE OF A CONCRETE
 TV0174'ROAD THAT LEADS TO EDGE OF WATER,
 TV0174'13.3 METERS (43.6 FT) NORTHWEST FROM THE NORTHWEST SIDE OF AN OLD
 TV0174'STONE CIRCULAR FIREPLACE AND
 TV0174'3.4 METERS (11.2 FT) EAST FROM WATERS EDGE.
 TV0174'
 TV0174'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 TV0174
 TV0174                          STATION RECOVERY (1995)
 TV0174
 TV0174'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0086 ***********************************************************************
 TV0086  DESIGNATION -  PENTHENY
 TV0086  PID         -  TV0086
 TV0086  STATE/COUNTY-  VQ/ST CROIX
 TV0086  COUNTRY     -  US
 TV0086  USGS QUAD   -  GRASS POINT (2013)
 TV0086
 TV0086                         *CURRENT SURVEY CONTROL
 TV0086  ______________________________________________________________________
 TV0086* NAD 83(1997) POSITION- 17 44 14.66878(N) 064 36 41.75884(W)   ADJUSTED
 TV0086* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0086  ______________________________________________________________________
 TV0086  GEOID HEIGHT    -        -41.206 (meters)                     GEOID18
 TV0086  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 TV0086  HORZ ORDER      -  THIRD
 TV0086
 TV0086.The horizontal coordinates were established by classical geodetic methods
 TV0086.and adjusted by the National Geodetic Survey in May 1997.
 TV0086
 TV0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0086
 TV0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0086.GEOID18 height accuracy estimate available here.
 TV0086
 TV0086.Click photographs - Photos may exist for this station.
 TV0086
 TV0086.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0086
 TV0086. The following values were computed from the NAD 83(1997) position.
 TV0086
 TV0086;                    North         East     Units Scale Factor Converg.
 TV0086;SPC PRVI     -   190,344.025   393,217.043   MT  1.00003115   +0 34 12.0
 TV0086;UTM  20      - 1,961,866.057   329,122.625   MT  0.99996102   -0 29 28.0
 TV0086
 TV0086:                Primary Azimuth Mark                     Grid Az
 TV0086:SPC PRVI     -  GOAT 1919                                063 41 00.9
 TV0086:UTM  20      -  GOAT 1919                                064 44 40.9
 TV0086
 TV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2912261866(NAD 83)
 TV0086
 TV0086|---------------------------------------------------------------------|
 TV0086| PID    Reference Object                     Distance      Geod. Az  |
 TV0086|                                                           dddmmss.s |
 TV0086| CE5470 PENTHENY RM 1                                      04015     |
 TV0086| TV0041 GOAT 1919                           APPROX. 3.9 KM 0641512.9 |
 TV0086| TV1505 PENTHENY AZ MK                      APPROX. 0.5 KM 1625949.0 |
 TV0086|---------------------------------------------------------------------|
 TV0086
 TV0086                          SUPERSEDED SURVEY CONTROL
 TV0086
 TV0086  NAD 83(1993)-  17 44 14.66712(N)    064 36 41.76895(W) AD(       ) 3
 TV0086  NAD 83(1986)-  17 44 14.65669(N)    064 36 41.74184(W) AD(       ) 3
 TV0086  PR          -  17 44 21.75240(N)    064 36 43.23761(W) AD(       ) 3
 TV0086  LMSL    (05/31/90)   98.3    (m)          323.     (f) VERT ANG       
 TV0086
 TV0086.Superseded values are not recommended for survey control.
 TV0086
 TV0086.NGS no longer adjusts projects to the PR datum.
 TV0086.See file dsdata.pdf to determine how the superseded data were derived.
 TV0086
 TV0086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0086_SETTING: 80 = SET IN A BOULDER
 TV0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0086+STABILITY: SURFACE MOTION
 TV0086
 TV0086  HISTORY     - Date     Condition        Report By
 TV0086  HISTORY     - 1919     MONUMENTED       CGS
 TV0086  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0086  HISTORY     - 1977     GOOD             NGS
 TV0086  HISTORY     - 1980     GOOD             NOS
 TV0086  HISTORY     - 1982     GOOD             NOS
 TV0086
 TV0086                          STATION DESCRIPTION
 TV0086
 TV0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0086'STATION IS ON THE HILL BACK OF THE LONG PROMINENT POINT BETWEEN
 TV0086'TURNERS HOLE AND ROD BAY S SIDE, E END OF ST. CROIX.  THE
 TV0086'STATION IS NOT ON THE BLUFF OR SMALL HILL FORMING THE POINT BUT
 TV0086'ON THE HIGHER HILL N OF THE ROAD.
 TV0086'
 TV0086'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN LOW
 TV0086'OUTCROPPING ROCK ON THE S SIDE OF THE TOP OF THE HILL.  IT SEES
 TV0086'THE SIGNAL PLACED ON THE POINT S OF IT.
 TV0086'
 TV0086'TWO REFERENCE MARKS WERE PLACED BUT THEIR DISTANCE AND
 TV0086'DIRECTION FROM THE STATION MARK WAS LEFT TO BE MEASURED WHEN THE
 TV0086'STATION SHOULD BE OCCUPIED.
 TV0086
 TV0086                          STATION RECOVERY (1921)
 TV0086
 TV0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0086'STATION WAS FOUND AS DESCRIBED, AND IS OCCUPIED.
 TV0086'
 TV0086'ONLY ONE REFERENCE MARK WAS FOUND.  IT IS NE OF STATION,
 TV0086'DISTANT 10.84 METERS AND IS 336 DEG FROM GOAT.
 TV0086
 TV0086                          STATION RECOVERY (1977)
 TV0086
 TV0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0086'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TV0086'1919.  ONLY ONE REFERENCE MARK WAS FOUND, ABOUT 35 FEET NORTHEAST
 TV0086'OF THE STATION, AS PER THE 1921 RECOVERY.
 TV0086'
 TV0086'TO REACH THE STATION FROM THE DOCK AREA IN CHRISTIANSTED, FOLLOW
 TV0086'THE MAIN ROAD EAST FOR 1.25 MILES TO A PAVED SIDE ROAD RIGHT.  TURN
 TV0086'RIGHT ON WINDING PAVED ROAD AND CONTINUE SOUTHEASTERLY FOR 1.75
 TV0086'MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 1.75
 TV0086'MILES TO A THREE-WAY INTERSECTION.  TURN RIGHT AND FOLLOW PAVED
 TV0086'ROAD SOUTHERLY FOR 3.85 MILES, JUST PAST THE SHARP TURN AT
 TV0086'GRASS PT.  PACK UPHILL AND WESTERLY FROM HERE TO TOP OF BLUFF,
 TV0086'THEN NORTHERLY TO TOP OF HILL AND STATION.  ABOUT A 10 MINUTE
 TV0086'PACK.
 TV0086'
 TV0086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6.5 MI.
 TV0086'EAST OF CHRISTIANSTED.
 TV0086
 TV0086                          STATION RECOVERY (1980)
 TV0086
 TV0086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0086'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS ON TOP
 TV0086'OF THE FIRST HILL NORTH OF GRASS POINT.  THIS HILL IS COVERED
 TV0086'WITH LOW GRASS.
 TV0086
 TV0086                          STATION RECOVERY (1982)
 TV0086
 TV0086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0086'THE STATION WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE
 TV0086'GRAPETREE BEACH HOTEL ON THE WEST SIDE OF GRAPETREE BAY, GO
 TV0086'SOUTH WEST ON MAIN ROAD FOR 1.0 KM (0.6 MI)TO A SHARP CURVE AND
 TV0086'ETT. PACK NORTH UPHILL FOR APPROXIMATELY 20 MINUTES TO TOP
 TV0086'OF HILL AND STATION IN WAIST HIGH GRASS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1505 ***********************************************************************
 TV1505  DESIGNATION -  PENTHENY AZ MK
 TV1505  PID         -  TV1505
 TV1505  STATE/COUNTY-  VQ/ST CROIX
 TV1505  COUNTRY     -  US
 TV1505  USGS QUAD   -  GRASS POINT (2013)
 TV1505
 TV1505                         *CURRENT SURVEY CONTROL
 TV1505  ______________________________________________________________________
 TV1505* NAD 83(1997) POSITION- 17 43 59.02520(N) 064 36 36.76710(W)   NO CHECK
 TV1505* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1505  ______________________________________________________________________
 TV1505  GEOID HEIGHT    -        -41.210 (meters)                     GEOID18
 TV1505  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 TV1505  HORZ ORDER      -  THIRD
 TV1505
 TV1505.The horizontal coordinates were established by classical geodetic methods
 TV1505.and adjusted by the National Geodetic Survey in May 1997.
 TV1505
 TV1505.No horizontal observational check was made to the station.
 TV1505
 TV1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1505
 TV1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1505.GEOID18 height accuracy estimate available here.
 TV1505
 TV1505.Click photographs - Photos may exist for this station.
 TV1505
 TV1505.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1505
 TV1505. The following values were computed from the NAD 83(1997) position.
 TV1505
 TV1505;                    North         East     Units Scale Factor Converg.
 TV1505;SPC PRVI     -   189,864.555   393,368.892   MT  1.00003180   +0 34 13.6
 TV1505;UTM  20      - 1,961,383.892   329,265.559   MT  0.99996041   -0 29 26.0
 TV1505
 TV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2926561383(NAD 83)
 TV1505
 TV1505                          SUPERSEDED SURVEY CONTROL
 TV1505
 TV1505  NAD 83(1993)-  17 43 59.02342(N)    064 36 36.77709(W) AD(       ) 3
 TV1505  NAD 83(1986)-  17 43 59.01321(N)    064 36 36.74958(W) AD(       ) 3
 TV1505  LMSL    (05/31/90)   12.     (m)           39.     (f) VERT ANG       
 TV1505
 TV1505.Superseded values are not recommended for survey control.
 TV1505
 TV1505.NGS no longer adjusts projects to the PR datum.
 TV1505.See file dsdata.pdf to determine how the superseded data were derived.
 TV1505
 TV1505_MARKER: DD = SURVEY DISK
 TV1505_SETTING: 66 = SET IN ROCK OUTCROP
 TV1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV1505
 TV1505  HISTORY     - Date     Condition        Report By
 TV1505  HISTORY     - 1982     MONUMENTED       NOS
 TV1505
 TV1505                          STATION DESCRIPTION
 TV1505
 TV1505'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1505'THE STATION IS LOCATED ON GRASS POINT ON THE WEST SIDE OF
 TV1505'GRAPETREE BAY. ON THE SOUTHEAST SIDE OF ST CROIX.
 TV1505'
 TV1505'TO REACH FROM THE GRAPETREE BEACH HOTEL ON THE WEST SO
 TV1505'SIDE OF GRAPETREE BAY GO SOUTHWEST FOR 1.0 KM (0.6 MI) TO A SHARP
 TV1505'CURVE,ETT FOR STATION PENTHANY, CONTINUE AROUND CURVE FOR
 TV1505'0.3 KM (0.2 MI) TO A REVERSE FORK LEFT. TURN
 TV1505'LEFT AND GO SOUTHERLY FOR 0.5 KM (0.3 MI) TO TOP OF HILL AND
 TV1505'STATION.
 TV1505'
 TV1505'THE STATION IS A NOS BRASS DISK STAMPED---PENTHENY AZ MK---,
 TV1505'CEMENTED IN CONCRETE IN SOLID ROCK.
 TV1505'
 TV1505'IT IS LOCATED,
 TV1505'7.0 METERS (23.0 FT) NORTH FROM SOUTH EDGE OF CLIFF,
 TV1505'14.0 METERS (46.0 FT ) WEST FROM EAST EDGE OF CLIFF
 TV1505'28.0 METERS (92.0 FT) EAST FROM WEST EDGE OF CLIFF.
 TV1505'
 TV1505'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1505'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0473 ***********************************************************************
 TV0473  DESIGNATION -  PERKINS
 TV0473  PID         -  TV0473
 TV0473  STATE/COUNTY-  VQ/ST JOHN
 TV0473  COUNTRY     -  US
 TV0473  USGS QUAD   -  CRUZ BAY (2013)
 TV0473
 TV0473                         *CURRENT SURVEY CONTROL
 TV0473  ______________________________________________________________________
 TV0473* NAD 83(1997) POSITION- 18 21 14.85255(N) 064 46 37.92866(W)   ADJUSTED
 TV0473* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0473  ______________________________________________________________________
 TV0473  GEOID HEIGHT    -        -42.210 (meters)                     GEOID18
 TV0473  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 TV0473  HORZ ORDER      -  THIRD
 TV0473
 TV0473.The horizontal coordinates were established by classical geodetic methods
 TV0473.and adjusted by the National Geodetic Survey in May 1997.
 TV0473
 TV0473.The orthometric height was scaled from a topographic map.
 TV0473
 TV0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0473.GEOID18 height accuracy estimate available here.
 TV0473
 TV0473.Click photographs - Photos may exist for this station.
 TV0473
 TV0473.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0473
 TV0473. The following values were computed from the NAD 83(1997) position.
 TV0473
 TV0473;                    North         East     Units Scale Factor Converg.
 TV0473;SPC PRVI     -   258,433.601   375,036.031   MT  0.99999615   +0 31 05.5
 TV0473;UTM  20      - 2,030,282.632   312,215.502   MT  1.00003596   -0 33 35.2
 TV0473
 TV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1221530282(NAD 83)
 TV0473
 TV0473                          SUPERSEDED SURVEY CONTROL
 TV0473
 TV0473  NAD 83(1993)-  18 21 14.85438(N)    064 46 37.93041(W) AD(       ) 3
 TV0473  NAD 83(1986)-  18 21 14.81972(N)    064 46 37.89453(W) AD(       ) 3
 TV0473  PR          -  18 21 21.98599(N)    064 46 39.39874(W) AD(       ) 3
 TV0473
 TV0473.Superseded values are not recommended for survey control.
 TV0473
 TV0473.NGS no longer adjusts projects to the PR datum.
 TV0473.See file dsdata.pdf to determine how the superseded data were derived.
 TV0473
 TV0473_MARKER: DS = TRIANGULATION STATION DISK
 TV0473_SETTING: 66 = SET IN ROCK OUTCROP
 TV0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0473+STABILITY: POSITION/ELEVATION WELL
 TV0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0473+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2016
 TV0473
 TV0473  HISTORY     - Date     Condition        Report By
 TV0473  HISTORY     - 1918     MONUMENTED       CGS
 TV0473  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0473  HISTORY     - 20060706 GOOD             USPSQD
 TV0473  HISTORY     - 20160810 GOOD             USPSQD
 TV0473
 TV0473                          STATION DESCRIPTION
 TV0473
 TV0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0473'STATION IS ON FLAT WESTERN PART OF PERKINS CAY.  PERKINS CAY
 TV0473'IS OFF THE POINT SEPARATING DENIS BAY FROM HOGNEST BAY ON THE
 TV0473'WESTERN END, NORTHERN SIDE OF ST. JOHN.
 TV0473'
 TV0473'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0473'THE ROCK.
 TV0473
 TV0473                          STATION RECOVERY (1975)
 TV0473
 TV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0473'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0473'ADEQUATE FOR FUTURE RECOVERY.
 TV0473
 TV0473                          STATION RECOVERY (2006)
 TV0473
 TV0473'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBP)
 TV0473'STATION MARK AND REFERENCE MARK NW OF STATION RECOVERED AS DESCRIBED.
 TV0473'HEAVY PATINA, BUT READABLE.  REACHABLE BY DINGHY.  ROCKY TERRAIN.
 TV0473
 TV0473                          STATION RECOVERY (2016)
 TV0473
 TV0473'RECOVERY NOTE BY US POWER SQUADRON 2016 (OKC)
 TV0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0116 ***********************************************************************
 TV0116  DESIGNATION -  PETERS REST STATION CHIMNEY
 TV0116  PID         -  TV0116
 TV0116  STATE/COUNTY-  VQ/ST CROIX
 TV0116  COUNTRY     -  US
 TV0116  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0116
 TV0116                         *CURRENT SURVEY CONTROL
 TV0116  ______________________________________________________________________
 TV0116* NAD 83(1997) POSITION- 17 43 29.14756(N) 064 44 02.13765(W)   ADJUSTED
 TV0116  ______________________________________________________________________
 TV0116  GEOID HEIGHT    -        -41.262 (meters)                     GEOID18
 TV0116  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 TV0116  HORZ ORDER      -  THIRD
 TV0116
 TV0116.The horizontal coordinates were established by classical geodetic methods
 TV0116.and adjusted by the National Geodetic Survey in May 1997.
 TV0116
 TV0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0116.GEOID18 height accuracy estimate available here.
 TV0116
 TV0116.Click photographs - Photos may exist for this station.
 TV0116
 TV0116.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0116
 TV0116. The following values were computed from the NAD 83(1997) position.
 TV0116
 TV0116;                    North         East     Units Scale Factor Converg.
 TV0116;SPC PRVI     -   188,819.809   380,256.101   MT  1.00003307   +0 31 54.2
 TV0116;UTM  20      - 1,960,582.026   316,136.252   MT  1.00001798   -0 31 40.9
 TV0116
 TV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1613660582(NAD 83)
 TV0116
 TV0116                          SUPERSEDED SURVEY CONTROL
 TV0116
 TV0116  NAD 83(1993)-  17 43 29.14584(N)    064 44 02.14744(W) AD(       ) 3
 TV0116  NAD 83(1986)-  17 43 29.12986(N)    064 44 02.12348(W) AD(       ) 3
 TV0116  PR          -  17 43 36.22226(N)    064 44 03.60375(W) AD(       ) 3
 TV0116
 TV0116.Superseded values are not recommended for survey control.
 TV0116
 TV0116.NGS no longer adjusts projects to the PR datum.
 TV0116.See file dsdata.pdf to determine how the superseded data were derived.
 TV0116
 TV0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0116
 TV0116  HISTORY     - Date     Condition        Report By
 TV0116  HISTORY     - UNK      MONUMENTED
 TV0116  HISTORY     - 1980     GOOD             NOS
 TV0116  HISTORY     - 19950427 GOOD             USPSQD
 TV0116
 TV0116                          STATION DESCRIPTION
 TV0116
 TV0116'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0116'THE STATION WAS RECOVERED BUT WILL PROBABLY NOT BE VISABLE
 TV0116'FROM SEAWARD.
 TV0116
 TV0116                          STATION RECOVERY (1995)
 TV0116
 TV0116'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0095 ***********************************************************************
 TV0095  DESIGNATION -  PETRONELLA MILL
 TV0095  PID         -  TV0095
 TV0095  STATE/COUNTY-  VQ/ST CROIX
 TV0095  COUNTRY     -  US
 TV0095  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0095
 TV0095                         *CURRENT SURVEY CONTROL
 TV0095  ______________________________________________________________________
 TV0095* NAD 83(1997) POSITION- 17 43 44.30521(N) 064 40 04.33310(W)   ADJUSTED
 TV0095  ______________________________________________________________________
 TV0095  GEOID HEIGHT    -        -41.178 (meters)                     GEOID18
 TV0095  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 TV0095  HORZ ORDER      -  THIRD
 TV0095
 TV0095.The horizontal coordinates were established by classical geodetic methods
 TV0095.and adjusted by the National Geodetic Survey in May 1997.
 TV0095
 TV0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0095.GEOID18 height accuracy estimate available here.
 TV0095
 TV0095.Click photographs - Photos may exist for this station.
 TV0095
 TV0095.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0095
 TV0095. The following values were computed from the NAD 83(1997) position.
 TV0095
 TV0095;                    North         East     Units Scale Factor Converg.
 TV0095;SPC PRVI     -   189,352.093   387,258.046   MT  1.00003242   +0 33 08.6
 TV0095;UTM  20      - 1,960,984.663   323,146.632   MT  0.99998671   -0 30 28.9
 TV0095
 TV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2314660984(NAD 83)
 TV0095
 TV0095                          SUPERSEDED SURVEY CONTROL
 TV0095
 TV0095  NAD 83(1993)-  17 43 44.30342(N)    064 40 04.34305(W) AD(       ) 3
 TV0095  NAD 83(1986)-  17 43 44.28936(N)    064 40 04.31631(W) AD(       ) 3
 TV0095  PR          -  17 43 51.38410(N)    064 40 05.80269(W) AD(       ) 3
 TV0095
 TV0095.Superseded values are not recommended for survey control.
 TV0095
 TV0095.NGS no longer adjusts projects to the PR datum.
 TV0095.See file dsdata.pdf to determine how the superseded data were derived.
 TV0095
 TV0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0095
 TV0095  HISTORY     - Date     Condition        Report By
 TV0095  HISTORY     - 1918     MONUMENTED       CGS
 TV0095  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0095  HISTORY     - 1980     GOOD             NOS
 TV0095
 TV0095                          STATION DESCRIPTION
 TV0095
 TV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0095'STATION IS IN PLACE.
 TV0095
 TV0095                          STATION RECOVERY (1980)
 TV0095
 TV0095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0095'THE OLD MILL STILL EXISTS BUT HAS NO ROOF OR DEFINITE
 TV0095'CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1542 ***********************************************************************
 TV1542  DESIGNATION -  PHOTO POINT 3A
 TV1542  PID         -  TV1542
 TV1542  STATE/COUNTY-  VQ/ST THOMAS
 TV1542  COUNTRY     -  US
 TV1542  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1542
 TV1542                         *CURRENT SURVEY CONTROL
 TV1542  ______________________________________________________________________
 TV1542* NAD 83(2011) POSITION- 18 19 17.06250(N) 064 55 21.96428(W)   ADJUSTED
 TV1542* NAD 83(2011) ELLIP HT-   -40.152 (meters)        (06/27/12)   ADJUSTED
 TV1542* NAD 83(2011) EPOCH   -  2010.00
 TV1542* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1542  ______________________________________________________________________
 TV1542  GEOID HEIGHT    -        -42.200 (meters)                     GEOID18
 TV1542  NAD 83(2011) X  -  2,567,103.961 (meters)                     COMP
 TV1542  NAD 83(2011) Y  - -5,485,853.904 (meters)                     COMP
 TV1542  NAD 83(2011) Z  -  1,992,173.689 (meters)                     COMP
 TV1542  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 TV1542
 TV1542  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1542  Standards:
 TV1542         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1542            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1542  -------------------------------------------------------------------
 TV1542  NETWORK    3.02   7.45           1.08   1.36   3.80     -0.01453728
 TV1542  -------------------------------------------------------------------
 TV1542  Click here for local accuracies and other accuracy information.
 TV1542
 TV1542.The horizontal coordinates were established by GPS observations
 TV1542.and adjusted by the National Geodetic Survey in June 2012.
 TV1542
 TV1542.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1542.been affixed to the stable North American tectonic plate. See 
 TV1542.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1542
 TV1542.The horizontal coordinates are valid at the epoch date displayed above
 TV1542.which is a decimal equivalence of Year/Month/Day.
 TV1542
 TV1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1542
 TV1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1542.GEOID18 height accuracy estimate available here.
 TV1542
 TV1542.Click photographs - Photos may exist for this station.
 TV1542
 TV1542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1542
 TV1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1542
 TV1542.The ellipsoidal height was determined by GPS observations
 TV1542.and is referenced to NAD 83.
 TV1542
 TV1542. The following values were computed from the NAD 83(2011) position.
 TV1542
 TV1542;                    North         East     Units Scale Factor Converg.
 TV1542;SPC PRVI     -   254,679.186   359,681.498   MT  0.99999512   +0 28 21.5
 TV1542;UTM  20      - 2,026,817.387   296,791.885   MT  1.00011053   -0 36 16.6
 TV1542
 TV1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1542!SPC PRVI     -   1.00000631  x   0.99999512  =   1.00000143
 TV1542!UTM  20      -   1.00000631  x   1.00011053  =   1.00011684
 TV1542
 TV1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9679126817(NAD 83)
 TV1542
 TV1542                          SUPERSEDED SURVEY CONTROL
 TV1542
 TV1542  NAD 83(2007)-  18 19 17.06146(N)    064 55 21.96930(W) AD(2002.00) 0
 TV1542  ELLIP H (02/10/07)  -40.168  (m)                       GP(2002.00)    
 TV1542  NAD 83(1997)-  18 19 17.06028(N)    064 55 21.97507(W) AD(       ) 2
 TV1542  ELLIP H (05/22/97)  -40.222  (m)                       GP(       ) 4 1
 TV1542  NAD 83(1993)-  18 19 17.05844(N)    064 55 21.98507(W) AD(       ) 2
 TV1542  ELLIP H (07/06/94)  -40.073  (m)                       GP(       ) 4 1
 TV1542  LMSL    (07/06/94)    2.1    (m)  GEOID93  model used  GPS OBS        
 TV1542
 TV1542.Superseded values are not recommended for survey control.
 TV1542
 TV1542.NGS no longer adjusts projects to the PR datum.
 TV1542.See file dsdata.pdf to determine how the superseded data were derived.
 TV1542
 TV1542_MARKER: Z = SEE DESCRIPTION
 TV1542_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV1542_SP_SET: SURROUNDED BY MASS OF CONCRETE
 TV1542_MARK LOGO: NOS
 TV1542_MAGNETIC: P = MARKER IS A STEEL PIPE
 TV1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1542+SATELLITE: SATELLITE OBSERVATIONS - 1993
 TV1542
 TV1542  HISTORY     - Date     Condition        Report By
 TV1542  HISTORY     - 1993     MONUMENTED       NOS
 TV1542
 TV1542                          STATION DESCRIPTION
 TV1542
 TV1542'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1542'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1542'IN THE SOUTH CENTRAL PART OF THE ISLAND AT THE EAST SIDE OF THE
 TV1542'ENTRANCE OF ST THOMAS HARBOR AT THE NORTH SIDE OF MUHLENFELS POINT
 TV1542'NEAR THE SHORE END OF OF A BACKFILLED WHARF AT FRENCHMENS REEF
 TV1542'RESORT.  TO REACH FROM CHARLOTTE AMALIE, GO EAST ON HWY 30 OUT OF
 TV1542'TOWN PAST THE WEST INDIAN COMPANY AND UP LISENLUND HILL TO A POINT
 TV1542'WHERE HWY 30 TURNS TO THE LEFT, FROM THIS POINT CONTINUE STRAIGHT ON
 TV1542'ROUTE 315 DOWN THE HILL AND THEN UP ANOTHER TO THE FRENCHMANS REEF
 TV1542'RESORT ON THE RIGHT, TURN RIGHT INTO THE MAIN ENTRANCE AND
 TV1542'IMMEDIATELY BEAR RIGHT ON A DRIVE WHICH TUNNELS UNDER A BUILDING AND
 TV1542'CONTINUE DOWNHILL TO A DIVE SHOP, A CONCRETE PARKING SLAB AND THE
 TV1542'STATION.  THE STATION IS A STEEL PIPE SET IN CONCRETE (THE PIPE IS 5
 TV1542'CM IN DIAMETER AND IS THE SHEARED OFF REMAINS OF FORMER FENCE OR GATE
 TV1542'POST) AT AN ANGLE WHICH IS FORMED BETWEEN THE CONCRETE PARKING SLAB
 TV1542'AND A SIDEWALK WHICH LEADS ONTO THE WHARF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0546 ***********************************************************************
 TV0546  DESIGNATION -  PIC
 TV0546  PID         -  TV0546
 TV0546  STATE/COUNTY-  VQ/ST THOMAS
 TV0546  COUNTRY     -  US
 TV0546  USGS QUAD   -  CHARLOTTE AMALIE OE N (2013)
 TV0546
 TV0546                         *CURRENT SURVEY CONTROL
 TV0546  ______________________________________________________________________
 TV0546* NAD 83(1997) POSITION- 18 22 58.84944(N) 064 56 27.99815(W)   ADJUSTED
 TV0546* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0546  ______________________________________________________________________
 TV0546  GEOID HEIGHT    -        -42.342 (meters)                     GEOID18
 TV0546  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 TV0546  HORZ ORDER      -  THIRD
 TV0546
 TV0546.The horizontal coordinates were established by classical geodetic methods
 TV0546.and adjusted by the National Geodetic Survey in May 1997.
 TV0546
 TV0546.The orthometric height was scaled from a topographic map.
 TV0546
 TV0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0546.GEOID18 height accuracy estimate available here.
 TV0546
 TV0546.Click photographs - Photos may exist for this station.
 TV0546
 TV0546.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0546
 TV0546. The following values were computed from the NAD 83(1997) position.
 TV0546
 TV0546;                    North         East     Units Scale Factor Converg.
 TV0546;SPC PRVI     -   261,482.025   357,686.968   MT  0.99999734   +0 28 00.8
 TV0546;UTM  20      - 2,033,657.369   294,925.503   MT  1.00011994   -0 36 44.6
 TV0546
 TV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9492533657(NAD 83)
 TV0546
 TV0546                          SUPERSEDED SURVEY CONTROL
 TV0546
 TV0546  NAD 83(1993)-  18 22 58.85188(N)    064 56 28.00673(W) AD(       ) 3
 TV0546  NAD 83(1986)-  18 22 58.82199(N)    064 56 27.96734(W) AD(       ) 3
 TV0546  PR          -  18 23 05.98624(N)    064 56 29.44878(W) AD(       ) 3
 TV0546
 TV0546.Superseded values are not recommended for survey control.
 TV0546
 TV0546.NGS no longer adjusts projects to the PR datum.
 TV0546.See file dsdata.pdf to determine how the superseded data were derived.
 TV0546
 TV0546_MARKER: Z = SEE DESCRIPTION
 TV0546_SETTING: 0 = UNSPECIFIED SETTING
 TV0546
 TV0546  HISTORY     - Date     Condition        Report By
 TV0546  HISTORY     - 1918     MONUMENTED       CGS
 TV0546  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0546
 TV0546                          STATION DESCRIPTION
 TV0546
 TV0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0546'STATION IS LOCATED ON THE N SIDE OF ST. THOMAS ISLAND, AND ON THE
 TV0546'NE SHORE OF MAGENS BAY.  IT IS NEAR THE OUTERMOST END OF PICARA
 TV0546'POINT.  A BOLD, ROCKY POINT.  THE STATION IS MARKED BY A STANDARD
 TV0546'BRASS DISK SET IN A DRILL HOLE IN THE FLAT TOP OF A ROCK.
 TV0546'
 TV0546'IT IS ABOUT 24 FEET ABOVE THE WATER LINE.  DUTCHMANS CAP AND
 TV0546'COCKROACH ISLAND JUST SHOW BETWEEN OUTER AND INNER BRASS.
 TV0546
 TV0546                          STATION RECOVERY (1975)
 TV0546
 TV0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0546'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0546'ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0438 ***********************************************************************
 TV0438  DESIGNATION -  PLEASANT
 TV0438  PID         -  TV0438
 TV0438  STATE/COUNTY-  VQ/ST JOHN
 TV0438  COUNTRY     -  US
 TV0438  USGS QUAD   -  CORAL BAY (2013)
 TV0438
 TV0438                         *CURRENT SURVEY CONTROL
 TV0438  ______________________________________________________________________
 TV0438* NAD 83(1997) POSITION- 18 21 31.98046(N) 064 41 50.41413(W)   ADJUSTED
 TV0438* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0438  ______________________________________________________________________
 TV0438  GEOID HEIGHT    -        -42.265 (meters)                     GEOID18
 TV0438  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 TV0438  HORZ ORDER      -  THIRD
 TV0438
 TV0438.The horizontal coordinates were established by classical geodetic methods
 TV0438.and adjusted by the National Geodetic Survey in May 1997.
 TV0438
 TV0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0438
 TV0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0438.GEOID18 height accuracy estimate available here.
 TV0438
 TV0438.Click photographs - Photos may exist for this station.
 TV0438
 TV0438.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0438
 TV0438. The following values were computed from the NAD 83(1997) position.
 TV0438
 TV0438;                    North         East     Units Scale Factor Converg.
 TV0438;SPC PRVI     -   259,038.366   383,471.718   MT  0.99999633   +0 32 35.4
 TV0438;UTM  20      - 2,030,728.601   320,661.245   MT  0.99999762   -0 32 05.1
 TV0438
 TV0438:                Primary Azimuth Mark                     Grid Az
 TV0438:SPC PRVI     -  EAST END                                 119 01 53.1
 TV0438:UTM  20      -  EAST END                                 120 06 33.6
 TV0438
 TV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2066130728(NAD 83)
 TV0438
 TV0438|---------------------------------------------------------------------|
 TV0438| PID    Reference Object                     Distance      Geod. Az  |
 TV0438|                                                           dddmmss.s |
 TV0438| TV0433 EAST END                            APPROX. 3.0 KM 1193428.5 |
 TV0438| CE5493 PLEASANT RM 1                                      18613     |
 TV0438| CE5494 PLEASANT RM 2                                      26420     |
 TV0438|---------------------------------------------------------------------|
 TV0438
 TV0438                          SUPERSEDED SURVEY CONTROL
 TV0438
 TV0438  NAD 83(1993)-  18 21 31.98294(N)    064 41 50.41467(W) AD(       ) 3
 TV0438  NAD 83(1986)-  18 21 31.94664(N)    064 41 50.38056(W) AD(       ) 3
 TV0438  PR          -  18 21 39.11338(N)    064 41 51.89060(W) AD(       ) 3
 TV0438  LMSL    (07/19/86)  143.8    (m)          472.     (f) VERT ANG       
 TV0438
 TV0438.Superseded values are not recommended for survey control.
 TV0438
 TV0438.NGS no longer adjusts projects to the PR datum.
 TV0438.See file dsdata.pdf to determine how the superseded data were derived.
 TV0438
 TV0438_MARKER: Z = SEE DESCRIPTION
 TV0438_SETTING: 0 = UNSPECIFIED SETTING
 TV0438
 TV0438  HISTORY     - Date     Condition        Report By
 TV0438  HISTORY     - 1918     MONUMENTED       CGS
 TV0438
 TV0438                          STATION DESCRIPTION
 TV0438
 TV0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0438'STATION IS SITUATED ON THE TOP OF MT. PLEASANT.  MT. PLEASANT IS
 TV0438'THE PROMINENT HILL RISING N OF HERMITAGE ESTATE HOUSE AND LIES
 TV0438'DUE N OF THE MIDDLE OF THE ENTRANCE TO HURRICANE HOLO.  THE
 TV0438'MOST EASTERLY HILL ON NORMAN ISLAND, AND THE TANGENT OF THE N
 TV0438'SHORE OF EAST END, ST. JOHN ISLAND ARE ON RANGE.  A POINT OF BUCK
 TV0438'ISLAND 15 METERS W OF THE EASTERN TANGENT OF THE ISLAND AND
 TV0438'THE W TANGENT OF TURNERS POINT ARE ON RANGE.
 TV0438'
 TV0438'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED IN A
 TV0438'0.3-METER DIAMETER BOULDER BURIED FLUSH WITH THE GROUND AND IN THE
 TV0438'MIDDLE OF THE RIDGE AT ITS HIGHEST POINT.
 TV0438'
 TV0438'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK CEMENTED INTO THE
 TV0438'TOP OF A ROCK PROJECTING 0.4 METER.  THE ROCK IS 0.3 BY 0.5
 TV0438'METER.  IT LIES 5 FEET BELOW THE TOP OF THE HILL AND ON THE
 TV0438'WESTERN SIDE ABOUT THE MIDDLE OF THE RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0437 ***********************************************************************
 TV0437  DESIGNATION -  PLEASE 1918
 TV0437  PID         -  TV0437
 TV0437  STATE/COUNTY-  VQ/ST JOHN
 TV0437  COUNTRY     -  US
 TV0437  USGS QUAD   -  CORAL BAY (2013)
 TV0437
 TV0437                         *CURRENT SURVEY CONTROL
 TV0437  ______________________________________________________________________
 TV0437* NAD 83(1997) POSITION- 18 21 43.76790(N) 064 41 38.49148(W)   ADJUSTED
 TV0437* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0437  ______________________________________________________________________
 TV0437  GEOID HEIGHT    -        -42.271 (meters)                     GEOID18
 TV0437  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 TV0437  HORZ ORDER      -  THIRD
 TV0437
 TV0437.The horizontal coordinates were established by classical geodetic methods
 TV0437.and adjusted by the National Geodetic Survey in May 1997.
 TV0437
 TV0437.The orthometric height was scaled from a topographic map.
 TV0437
 TV0437.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0437.GEOID18 height accuracy estimate available here.
 TV0437
 TV0437.Click photographs - Photos may exist for this station.
 TV0437
 TV0437.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0437
 TV0437. The following values were computed from the NAD 83(1997) position.
 TV0437
 TV0437;                    North         East     Units Scale Factor Converg.
 TV0437;SPC PRVI     -   259,404.083   383,818.283   MT  0.99999646   +0 32 39.2
 TV0437;UTM  20      - 2,031,087.733   321,014.630   MT  0.99999606   -0 32 01.7
 TV0437
 TV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2101431087(NAD 83)
 TV0437
 TV0437                          SUPERSEDED SURVEY CONTROL
 TV0437
 TV0437  NAD 83(1993)-  18 21 43.77022(N)    064 41 38.49218(W) AD(       ) 3
 TV0437  NAD 83(1986)-  18 21 43.73389(N)    064 41 38.45779(W) AD(       ) 3
 TV0437  PR          -  18 21 50.90127(N)    064 41 39.96793(W) AD(       ) 3
 TV0437
 TV0437.Superseded values are not recommended for survey control.
 TV0437
 TV0437.NGS no longer adjusts projects to the PR datum.
 TV0437.See file dsdata.pdf to determine how the superseded data were derived.
 TV0437
 TV0437
 TV0437  HISTORY     - Date     Condition        Report By
 TV0437  HISTORY     - 1918     MONUMENTED       CGS
 TV0437  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0437
 TV0437                          STATION DESCRIPTION
 TV0437
 TV0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0437'STATION IS A REGULAR BRASS DISK ON SMOOTH BOULDERY POINT, BELOW
 TV0437'MT. PLEASANT, A SMOOTH LINE OF BOULDERS AND ROCKS RUNS UP THE HILL,
 TV0437'HERE SEPARATING THE SANDY BEACH FROM THE BOULDERS ON THE E.
 TV0437'
 TV0437'THIS IS AN INTERSECTION STATION.
 TV0437'
 TV0437'ELEVATION ABOUT 7 FEET.
 TV0437
 TV0437                          STATION RECOVERY (1926)
 TV0437
 TV0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0437'STATION WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0563 ***********************************************************************
 TV0563  DESIGNATION -  POINT 1918
 TV0563  PID         -  TV0563
 TV0563  STATE/COUNTY-  VQ/ST THOMAS
 TV0563  COUNTRY     -  US
 TV0563  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0563
 TV0563                         *CURRENT SURVEY CONTROL
 TV0563  ______________________________________________________________________
 TV0563* NAD 83(1997) POSITION- 18 21 36.42302(N) 065 02 01.13976(W)   ADJUSTED
 TV0563* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0563  ______________________________________________________________________
 TV0563  GEOID HEIGHT    -        -42.274 (meters)                     GEOID18
 TV0563  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 TV0563  HORZ ORDER      -  THIRD
 TV0563
 TV0563.The horizontal coordinates were established by classical geodetic methods
 TV0563.and adjusted by the National Geodetic Survey in May 1997.
 TV0563
 TV0563.The orthometric height was scaled from a topographic map.
 TV0563
 TV0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0563.GEOID18 height accuracy estimate available here.
 TV0563
 TV0563.Click photographs - Photos may exist for this station.
 TV0563
 TV0563.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0563
 TV0563. The following values were computed from the NAD 83(1997) position.
 TV0563
 TV0563;                    North         East     Units Scale Factor Converg.
 TV0563;SPC PRVI     -   258,870.629   347,927.668   MT  0.99999638   +0 26 16.6
 TV0563;UTM  20      - 2,031,229.858   285,117.303   MT  1.00017087   -0 38 27.0
 TV0563
 TV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8511731229(NAD 83)
 TV0563
 TV0563                          SUPERSEDED SURVEY CONTROL
 TV0563
 TV0563  NAD 83(1993)-  18 21 36.42362(N)    065 02 01.15240(W) AD(       ) 3
 TV0563  NAD 83(1986)-  18 21 36.39757(N)    065 02 01.11608(W) AD(       ) 3
 TV0563  PR          -  18 21 43.55919(N)    065 02 02.57662(W) AD(       ) 3
 TV0563
 TV0563.Superseded values are not recommended for survey control.
 TV0563
 TV0563.NGS no longer adjusts projects to the PR datum.
 TV0563.See file dsdata.pdf to determine how the superseded data were derived.
 TV0563
 TV0563_MARKER: Z = SEE DESCRIPTION
 TV0563_SETTING: 0 = UNSPECIFIED SETTING
 TV0563
 TV0563  HISTORY     - Date     Condition        Report By
 TV0563  HISTORY     - 1918     MONUMENTED       CGS
 TV0563  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0563  HISTORY     - 1971     GOOD             NGS
 TV0563
 TV0563                          STATION DESCRIPTION
 TV0563
 TV0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0563'STATION IS ON THE NORTHERNMOST POINT OF BOTANY BAY, W SHORE OF
 TV0563'ST. THOMAS.  THIS POINT IS CALLED TARGET POINT.  THE ROCKY POINT
 TV0563'RISES VERY ABRUPTLY OUT OF THE WATER TO A HEIGHT OF ABOUT 20 FEET.
 TV0563'
 TV0563'SAIL ROCK IS ON RANGE WITH THE WESTERNMOST POINT OF THE
 TV0563'ISLAND.  STUMPY POINT IS ON RANGE WITH THE FIRST PROMINENT POINT
 TV0563'TO THE EASTWARD OF THE STATION.
 TV0563'
 TV0563'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION MARK
 TV0563'CEMENTED IN A DRILL HOLE IN THE ROCK.  THE DISK IS SURROUNDED
 TV0563'BY A TRIANGLE CUT IN THE ROCK.
 TV0563'
 TV0563'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE MARK CEMENTED
 TV0563'IN A DRILL HOLE TO THE SOUTHWARD.  IT IS 14.8 METERS
 TV0563'(INCLINED) S 70 DEG E MAGNETIC FROM STATION.
 TV0563'
 TV0563'CRICKET ROCK BEARS N 14 DEG W MAGNETIC FROM THE STATION.
 TV0563
 TV0563                          STATION RECOVERY (1923)
 TV0563
 TV0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0563'STATION FOUND EXACTLY AS DESCRIBED.  RE-NAMED IN HYDROGRAPHY TARG.
 TV0563
 TV0563                          STATION RECOVERY (1971)
 TV0563
 TV0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0563'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED ON PAGE 1
 TV0563'PAMPHLET 624.
 TV0563'
 TV0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 TV0563'CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1506 ***********************************************************************
 TV1506  DESIGNATION -  PORT
 TV1506  PID         -  TV1506
 TV1506  STATE/COUNTY-  VQ/ST CROIX
 TV1506  COUNTRY     -  US
 TV1506  USGS QUAD   -  CHRISTIANSTED (2013)
 TV1506
 TV1506                         *CURRENT SURVEY CONTROL
 TV1506  ______________________________________________________________________
 TV1506* NAD 83(1997) POSITION- 17 44 48.96467(N) 064 41 57.32206(W)   ADJUSTED
 TV1506* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1506  ______________________________________________________________________
 TV1506  GEOID HEIGHT    -        -41.303 (meters)                     GEOID18
 TV1506  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 TV1506  HORZ ORDER      -  THIRD
 TV1506  VERT ORDER      -  THIRD (See Below)
 TV1506
 TV1506.The horizontal coordinates were established by classical geodetic methods
 TV1506.and adjusted by the National Geodetic Survey in May 1997.
 TV1506
 TV1506.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1506
 TV1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1506.GEOID18 height accuracy estimate available here.
 TV1506
 TV1506.The vertical order pertains to the NGVD 29 superseded value.
 TV1506
 TV1506.Click photographs - Photos may exist for this station.
 TV1506
 TV1506.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1506
 TV1506. The following values were computed from the NAD 83(1997) position.
 TV1506
 TV1506;                    North         East     Units Scale Factor Converg.
 TV1506;SPC PRVI     -   191,308.128   383,910.309   MT  1.00002973   +0 32 33.3
 TV1506;UTM  20      - 1,963,002.252   319,835.796   MT  1.00000133   -0 31 05.1
 TV1506
 TV1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1983563002(NAD 83)
 TV1506
 TV1506                          SUPERSEDED SURVEY CONTROL
 TV1506
 TV1506  NAD 83(1993)-  17 44 48.96294(N)    064 41 57.33210(W) AD(       ) 3
 TV1506  NAD 83(1986)-  17 44 48.94392(N)    064 41 57.30495(W) AD(       ) 3
 TV1506  LMSL                  0.06   (m)            0.2    (f) LEVELING    3  
 TV1506
 TV1506.Superseded values are not recommended for survey control.
 TV1506
 TV1506.NGS no longer adjusts projects to the PR datum.
 TV1506.See file dsdata.pdf to determine how the superseded data were derived.
 TV1506
 TV1506_MARKER: DD = SURVEY DISK
 TV1506_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV1506+WITH SETTING: PAVEMENT
 TV1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1506+STABILITY: SURFACE MOTION
 TV1506
 TV1506  HISTORY     - Date     Condition        Report By
 TV1506  HISTORY     - 1982     MONUMENTED       NOS
 TV1506  HISTORY     - 19950427 GOOD             USPSQD
 TV1506
 TV1506                          STATION DESCRIPTION
 TV1506
 TV1506'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1506'THE STATION IS LOCATED ON THE END OF THE CHRISTIANSTED MUNICIPAL
 TV1506'PORT AUTHORITY PIER.
 TV1506'
 TV1506'THE STATION IS A NOS BRASS DISK STAMPED---PORT 81---, CEMENTED IN
 TV1506'A DRAINAGE HOLE.
 TV1506'
 TV1506'THE STATION WAS OCCUPIED ECCENTRICALLY.
 TV1506'
 TV1506'IT IS LOCATED ,
 TV1506'ON CENTERLINE OF THE PIER,
 TV1506'1 0.9 METERS (3.9 FT) NORTH FROM THE END OF THE PIER.
 TV1506'
 TV1506'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1506'DESCRIBED BY MWJ.
 TV1506
 TV1506                          STATION RECOVERY (1995)
 TV1506
 TV1506'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV1506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0432 ***********************************************************************
 TV0432  DESIGNATION -  PRIVATEER 1918
 TV0432  PID         -  TV0432
 TV0432  STATE/COUNTY-  VQ/ST JOHN
 TV0432  COUNTRY     -  US
 TV0432  USGS QUAD   -  CORAL BAY (2013)
 TV0432
 TV0432                         *CURRENT SURVEY CONTROL
 TV0432  ______________________________________________________________________
 TV0432* NAD 83(1997) POSITION- 18 20 02.25790(N) 064 39 44.06218(W)   ADJUSTED
 TV0432* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0432  ______________________________________________________________________
 TV0432  GEOID HEIGHT    -        -42.372 (meters)                     GEOID18
 TV0432  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 TV0432  HORZ ORDER      -  THIRD
 TV0432
 TV0432.The horizontal coordinates were established by classical geodetic methods
 TV0432.and adjusted by the National Geodetic Survey in May 1997.
 TV0432
 TV0432.The orthometric height was scaled from a topographic map.
 TV0432
 TV0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0432.GEOID18 height accuracy estimate available here.
 TV0432
 TV0432.Click photographs - Photos may exist for this station.
 TV0432
 TV0432.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0432
 TV0432. The following values were computed from the NAD 83(1997) position.
 TV0432
 TV0432;                    North         East     Units Scale Factor Converg.
 TV0432;SPC PRVI     -   256,315.448   387,207.651   MT  0.99999548   +0 33 15.0
 TV0432;UTM  20      - 2,027,935.926   324,345.288   MT  0.99998146   -0 31 22.8
 TV0432
 TV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2434527935(NAD 83)
 TV0432
 TV0432                          SUPERSEDED SURVEY CONTROL
 TV0432
 TV0432  NAD 83(1993)-  18 20 02.26006(N)    064 39 44.06233(W) AD(       ) 3
 TV0432  NAD 83(1986)-  18 20 02.22365(N)    064 39 44.02912(W) AD(       ) 3
 TV0432  PR          -  18 20 09.38674(N)    064 39 45.54187(W) AD(       ) 3
 TV0432
 TV0432.Superseded values are not recommended for survey control.
 TV0432
 TV0432.NGS no longer adjusts projects to the PR datum.
 TV0432.See file dsdata.pdf to determine how the superseded data were derived.
 TV0432
 TV0432_MARKER: Z = SEE DESCRIPTION
 TV0432_SETTING: 0 = UNSPECIFIED SETTING
 TV0432
 TV0432  HISTORY     - Date     Condition        Report By
 TV0432  HISTORY     - 1918     MONUMENTED       CGS
 TV0432  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0432  HISTORY     - 1957     SEE DESCRIPTION  USGS
 TV0432
 TV0432                          STATION DESCRIPTION
 TV0432
 TV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0432'STATION IS ON THE TOP OF THE SOUTHERN EDGE OF MAIN CLIFF OF
 TV0432'PRIVATEER POINT, ON THE E END OF ST. JOHN ISLAND.  TO THE E OF THE
 TV0432'STATION THE CLIFF FALLS AWAY SHEER TO THE ROCKY SHORELINE, AND TO
 TV0432'THE W IT SLOPES STEEPLY.  TO THE SOUTHWARD THE CLIFF FALLS AWAY
 TV0432'ABRUPTLY TO A NECK OF BROKEN ROCK AWASH, WHICH JOINS THE MAIN
 TV0432'CLIFF TO A DETACHED PORTION OF CLIFF RUNNING OUT ABOUT 50 METERS.
 TV0432'
 TV0432'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0432'IN A DRILL HOLE IN A DEPRESSION OF THE CLIFF.
 TV0432
 TV0432                          STATION RECOVERY (1924)
 TV0432
 TV0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0432'STATION WAS FOUND AS DESCRIBED.
 TV0432
 TV0432                          STATION RECOVERY (1957)
 TV0432
 TV0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TV0432'STATION MARK WAS NOT RECOVERED.
 TV0432'
 TV0432'THIS MARK WAS SITUATED ON A RAZOR-BACK RIDGE WHICH IS BREAKING UP
 TV0432'DUE TO THE WEATHERING ACTION OF WIND AND WAVES.  A LARGE PORTION
 TV0432'OF THE TIP OF THE RIDGE HAS BROKEN OFF AND FALLEN INTO THE
 TV0432'BREAKERS AT THE BASE OF THE CLIFF, WHICH IS BELIEVED TO CONTAIN
 TV0432'THE DISK.  THE REMAINING PORTIONS OF THE RIDGE ARE VERY UNSTABLE
 TV0432'AS THEY COULD BE SHAKEN WITH A SHORT KICK.  THE PORTION WHICH
 TV0432'WAS BROKEN OFF COULD NOT BE INSPECTED BECAUSE OF ITS
 TV0432'INACESSIBILITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0134 ***********************************************************************
 TV0134  DESIGNATION -  PROFIT MILL
 TV0134  PID         -  TV0134
 TV0134  STATE/COUNTY-  VQ/ST CROIX
 TV0134  COUNTRY     -  US
 TV0134  USGS QUAD   -  LONG POINT (2013)
 TV0134
 TV0134                         *CURRENT SURVEY CONTROL
 TV0134  ______________________________________________________________________
 TV0134* NAD 83(1997) POSITION- 17 43 03.25721(N) 064 46 49.67118(W)   ADJUSTED
 TV0134  ______________________________________________________________________
 TV0134  GEOID HEIGHT    -        -41.339 (meters)                     GEOID18
 TV0134  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 TV0134  HORZ ORDER      -  THIRD
 TV0134
 TV0134.The horizontal coordinates were established by classical geodetic methods
 TV0134.and adjusted by the National Geodetic Survey in May 1997.
 TV0134
 TV0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0134.GEOID18 height accuracy estimate available here.
 TV0134
 TV0134.Click photographs - Photos may exist for this station.
 TV0134
 TV0134.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0134
 TV0134. The following values were computed from the NAD 83(1997) position.
 TV0134
 TV0134;                    North         East     Units Scale Factor Converg.
 TV0134;SPC PRVI     -   187,978.668   375,327.230   MT  1.00003418   +0 31 01.8
 TV0134;UTM  20      - 1,959,832.167   311,192.692   MT  1.00004076   -0 32 31.2
 TV0134
 TV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1119259832(NAD 83)
 TV0134
 TV0134                          SUPERSEDED SURVEY CONTROL
 TV0134
 TV0134  NAD 83(1993)-  17 43 03.25547(N)    064 46 49.68091(W) AD(       ) 3
 TV0134  NAD 83(1986)-  17 43 03.23916(N)    064 46 49.65960(W) AD(       ) 3
 TV0134  PR          -  17 43 10.33138(N)    064 46 51.13736(W) AD(       ) 3
 TV0134
 TV0134.Superseded values are not recommended for survey control.
 TV0134
 TV0134.NGS no longer adjusts projects to the PR datum.
 TV0134.See file dsdata.pdf to determine how the superseded data were derived.
 TV0134
 TV0134
 TV0134  HISTORY     - Date     Condition        Report By
 TV0134  HISTORY     - 1918     MONUMENTED       CGS
 TV0134  HISTORY     - 1977     GOOD             NGS
 TV0134  HISTORY     - 19950427 GOOD             USPSQD
 TV0134
 TV0134                          STATION DESCRIPTION
 TV0134
 TV0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0134'STATION WAS RECOVERED IN GOOD CONDITION.
 TV0134
 TV0134                          STATION RECOVERY (1995)
 TV0134
 TV0134'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0541 ***********************************************************************
 TV0541  DESIGNATION -  PROM 1918
 TV0541  PID         -  TV0541
 TV0541  STATE/COUNTY-  VQ/ST THOMAS
 TV0541  COUNTRY     -  US
 TV0541  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0541
 TV0541                         *CURRENT SURVEY CONTROL
 TV0541  ______________________________________________________________________
 TV0541* NAD 83(1997) POSITION- 18 22 21.52392(N) 064 59 29.33632(W)   ADJUSTED
 TV0541* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0541  ______________________________________________________________________
 TV0541  GEOID HEIGHT    -        -42.304 (meters)                     GEOID18
 TV0541  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 TV0541  HORZ ORDER      -  THIRD
 TV0541
 TV0541.The horizontal coordinates were established by classical geodetic methods
 TV0541.and adjusted by the National Geodetic Survey in May 1997.
 TV0541
 TV0541.The orthometric height was scaled from a topographic map.
 TV0541
 TV0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0541.GEOID18 height accuracy estimate available here.
 TV0541
 TV0541.Click photographs - Photos may exist for this station.
 TV0541
 TV0541.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0541
 TV0541. The following values were computed from the NAD 83(1997) position.
 TV0541
 TV0541;                    North         East     Units Scale Factor Converg.
 TV0541;SPC PRVI     -   260,291.818   352,373.209   MT  0.99999688   +0 27 04.1
 TV0541;UTM  20      - 2,032,567.305   289,589.542   MT  1.00014736   -0 37 40.6
 TV0541
 TV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8958932567(NAD 83)
 TV0541
 TV0541                          SUPERSEDED SURVEY CONTROL
 TV0541
 TV0541  NAD 83(1993)-  18 22 21.52545(N)    064 59 29.34748(W) AD(       ) 3
 TV0541  NAD 83(1986)-  18 22 21.49782(N)    064 59 29.30922(W) AD(       ) 3
 TV0541  PR          -  18 22 28.65963(N)    064 59 30.78124(W) AD(       ) 3
 TV0541
 TV0541.Superseded values are not recommended for survey control.
 TV0541
 TV0541.NGS no longer adjusts projects to the PR datum.
 TV0541.See file dsdata.pdf to determine how the superseded data were derived.
 TV0541
 TV0541
 TV0541  HISTORY     - Date     Condition        Report By
 TV0541  HISTORY     - 1918     MONUMENTED       CGS
 TV0541  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0541
 TV0541                          STATION DESCRIPTION
 TV0541
 TV0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0541'STATION IS ON THE OUTER END OF A LONG PROMONTORY FORMING THE
 TV0541'EASTERNMOST POINT OF SANTA MARIA BAY, N SHORE OF ST. THOMAS.  THIS
 TV0541'POINT IS ONE OF THE MOST PROMINENT POINTS ON THE N SHORE OF
 TV0541'THE ISLAND.
 TV0541'
 TV0541'THE STATION IS ABOUT 10 METERS NW OF THE HIGHEST PART OF
 TV0541'THE PROMONTORY.  IT IS MARKED BY A STANDARD BRASS TRIANGULATION
 TV0541'MARK CEMENTED IN A HOLE IN THE ROCK.
 TV0541'
 TV0541'STATION IS ON RANGE WITH HIGHEST POINT OF OUTER BRASS
 TV0541'ISLAND, AND STUMPY POINT.
 TV0541'
 TV0541'LIZARD ROCK LIES N 50 DEG E MAGNETIC AND CRICKET ROCK LIES
 TV0541'N 55 DEG W MAGNETIC.
 TV0541
 TV0541                          STATION RECOVERY (1923)
 TV0541
 TV0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0541'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0170 ***********************************************************************
 TV0170  DESIGNATION -  PROSPERITY CHIMNEY HOT
 TV0170  PID         -  TV0170
 TV0170  STATE/COUNTY-  VQ/ST CROIX
 TV0170  COUNTRY     -  US
 TV0170  USGS QUAD   -  FREDERIKSTED (2013)
 TV0170
 TV0170                         *CURRENT SURVEY CONTROL
 TV0170  ______________________________________________________________________
 TV0170* NAD 83(1997) POSITION- 17 43 33.61804(N) 064 53 00.56664(W)   ADJUSTED
 TV0170  ______________________________________________________________________
 TV0170  GEOID HEIGHT    -        -41.798 (meters)                     GEOID18
 TV0170  LAPLACE CORR    -          5.15  (seconds)                    DEFLEC18
 TV0170  HORZ ORDER      -  THIRD
 TV0170
 TV0170.The horizontal coordinates were established by classical geodetic methods
 TV0170.and adjusted by the National Geodetic Survey in May 1997.
 TV0170
 TV0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0170.GEOID18 height accuracy estimate available here.
 TV0170
 TV0170.Click photographs - Photos may exist for this station.
 TV0170
 TV0170.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0170
 TV0170. The following values were computed from the NAD 83(1997) position.
 TV0170
 TV0170;                    North         East     Units Scale Factor Converg.
 TV0170;SPC PRVI     -   188,816.501   364,391.116   MT  1.00003288   +0 29 05.7
 TV0170;UTM  20      - 1,960,871.987   300,273.565   MT  1.00009322   -0 34 25.1
 TV0170
 TV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0027360871(NAD 83)
 TV0170
 TV0170                          SUPERSEDED SURVEY CONTROL
 TV0170
 TV0170  NAD 83(1993)-  17 43 33.61643(N)    064 53 00.57639(W) AD(       ) 3
 TV0170  NAD 83(1986)-  17 43 33.60026(N)    064 53 00.55698(W) AD(       ) 3
 TV0170  PR          -  17 43 40.69312(N)    064 53 02.02890(W) AD(       ) 3
 TV0170
 TV0170.Superseded values are not recommended for survey control.
 TV0170
 TV0170.NGS no longer adjusts projects to the PR datum.
 TV0170.See file dsdata.pdf to determine how the superseded data were derived.
 TV0170
 TV0170_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0170
 TV0170  HISTORY     - Date     Condition        Report By
 TV0170  HISTORY     - UNK      MONUMENTED
 TV0170  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0170  HISTORY     - 1980     GOOD             NOS
 TV0170
 TV0170                          STATION DESCRIPTION
 TV0170
 TV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0170'STATION IS IN PLACE.
 TV0170
 TV0170                          STATION RECOVERY (1980)
 TV0170
 TV0170'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0170'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0193 ***********************************************************************
 TV0193  DESIGNATION -  PROSPERITY MILL
 TV0193  PID         -  TV0193
 TV0193  STATE/COUNTY-  VQ/ST CROIX
 TV0193  COUNTRY     -  US
 TV0193  USGS QUAD   -  BARON BLUFF (2013)
 TV0193
 TV0193                         *CURRENT SURVEY CONTROL
 TV0193  ______________________________________________________________________
 TV0193* NAD 83(1997) POSITION- 17 45 48.85003(N) 064 49 36.21507(W)   ADJUSTED
 TV0193  ______________________________________________________________________
 TV0193  GEOID HEIGHT    -        -41.985 (meters)                     GEOID18
 TV0193  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC18
 TV0193  HORZ ORDER      -  THIRD
 TV0193
 TV0193.The horizontal coordinates were established by classical geodetic methods
 TV0193.and adjusted by the National Geodetic Survey in May 1997.
 TV0193
 TV0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0193.GEOID18 height accuracy estimate available here.
 TV0193
 TV0193.Click photographs - Photos may exist for this station.
 TV0193
 TV0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0193
 TV0193. The following values were computed from the NAD 83(1997) position.
 TV0193
 TV0193;                    North         East     Units Scale Factor Converg.
 TV0193;SPC PRVI     -   193,025.897   370,375.454   MT  1.00002733   +0 30 09.7
 TV0193;UTM  20      - 1,964,970.219   306,334.999   MT  1.00006373   -0 33 27.0
 TV0193
 TV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0633464970(NAD 83)
 TV0193
 TV0193                          SUPERSEDED SURVEY CONTROL
 TV0193
 TV0193  NAD 83(1993)-  17 45 48.84843(N)    064 49 36.22479(W) AD(       ) 3
 TV0193  NAD 83(1986)-  17 45 48.83367(N)    064 49 36.20561(W) AD(       ) 3
 TV0193  PR          -  17 45 55.93161(N)    064 49 37.68144(W) AD(       ) 3
 TV0193
 TV0193.Superseded values are not recommended for survey control.
 TV0193
 TV0193.NGS no longer adjusts projects to the PR datum.
 TV0193.See file dsdata.pdf to determine how the superseded data were derived.
 TV0193
 TV0193_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0193
 TV0193  HISTORY     - Date     Condition        Report By
 TV0193  HISTORY     - 1918     MONUMENTED       CGS
 TV0193  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0193  HISTORY     - 1980     GOOD             NOS
 TV0193
 TV0193                          STATION DESCRIPTION
 TV0193
 TV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0193'STATION IS IN PLACE.
 TV0193
 TV0193                          STATION RECOVERY (1980)
 TV0193
 TV0193'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0193'THE STATION WAS RECOVERED.  IT HAS NO ROOF OR DEFINITE CENTER
 TV0193'POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0061 ***********************************************************************
 TV0061  DESIGNATION -  PULL 1919
 TV0061  PID         -  TV0061
 TV0061  STATE/COUNTY-  VQ/ST CROIX
 TV0061  COUNTRY     -  US
 TV0061  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0061
 TV0061                         *CURRENT SURVEY CONTROL
 TV0061  ______________________________________________________________________
 TV0061* NAD 83(1997) POSITION- 17 45 56.81897(N) 064 39 19.14176(W)   ADJUSTED
 TV0061* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0061  ______________________________________________________________________
 TV0061  GEOID HEIGHT    -        -41.374 (meters)                     GEOID18
 TV0061  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 TV0061  HORZ ORDER      -  THIRD
 TV0061
 TV0061.The horizontal coordinates were established by classical geodetic methods
 TV0061.and adjusted by the National Geodetic Survey in May 1997.
 TV0061
 TV0061.The orthometric height was scaled from a topographic map.
 TV0061
 TV0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0061.GEOID18 height accuracy estimate available here.
 TV0061
 TV0061.Click photographs - Photos may exist for this station.
 TV0061
 TV0061.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0061
 TV0061. The following values were computed from the NAD 83(1997) position.
 TV0061
 TV0061;                    North         East     Units Scale Factor Converg.
 TV0061;SPC PRVI     -   193,438.875   388,549.926   MT  1.00002701   +0 33 22.8
 TV0061;UTM  20      - 1,965,046.637   324,513.901   MT  0.99998075   -0 30 18.8
 TV0061
 TV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2451365046(NAD 83)
 TV0061
 TV0061                          SUPERSEDED SURVEY CONTROL
 TV0061
 TV0061  NAD 83(1993)-  17 45 56.81722(N)    064 39 19.15174(W) AD(       ) 3
 TV0061  NAD 83(1986)-  17 45 56.80332(N)    064 39 19.12717(W) AD(       ) 3
 TV0061  PR          -  17 46 03.90083(N)    064 39 20.61522(W) AD(       ) 3
 TV0061
 TV0061.Superseded values are not recommended for survey control.
 TV0061
 TV0061.NGS no longer adjusts projects to the PR datum.
 TV0061.See file dsdata.pdf to determine how the superseded data were derived.
 TV0061
 TV0061_MARKER: Z = SEE DESCRIPTION
 TV0061_SETTING: 0 = UNSPECIFIED SETTING
 TV0061
 TV0061  HISTORY     - Date     Condition        Report By
 TV0061  HISTORY     - 1919     MONUMENTED       CGS
 TV0061  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0061
 TV0061                          STATION DESCRIPTION
 TV0061
 TV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0061'STATION IS ON THE HIGHEST PART OF THE DETACHED ROCK OFF PULL
 TV0061'POINT.  THIS IS THE PROMINENT POINT OF THE N SHORE LINE JUST E
 TV0061'OF GREEN CAY AND N OF GREEN CAY ESTATE.  STATION IS ABOUT 5
 TV0061'FEET ABOVE HIGH WATER.  GREEN CAY POINT AND SHOYS POINT ARE
 TV0061'ALMOST ON RANGE.
 TV0061'
 TV0061'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0061'CEMENTED IN A DRILL HOLE.
 TV0061'
 TV0061'ELEVATION OF STATION ABOUT 6 FEET.
 TV0061
 TV0061                          STATION RECOVERY (1925)
 TV0061
 TV0061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0061'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0167 ***********************************************************************
 TV0167  DESIGNATION -  PUNCH 1919
 TV0167  PID         -  TV0167
 TV0167  STATE/COUNTY-  VQ/ST CROIX
 TV0167  COUNTRY     -  US
 TV0167  USGS QUAD   -  LONG POINT (2013)
 TV0167
 TV0167                         *CURRENT SURVEY CONTROL
 TV0167  ______________________________________________________________________
 TV0167* NAD 83(1997) POSITION- 17 44 32.15933(N) 064 52 29.80760(W)   ADJUSTED
 TV0167* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0167  ______________________________________________________________________
 TV0167  GEOID HEIGHT    -        -41.939 (meters)                     GEOID18
 TV0167  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 TV0167  HORZ ORDER      -  THIRD
 TV0167
 TV0167.The horizontal coordinates were established by classical geodetic methods
 TV0167.and adjusted by the National Geodetic Survey in May 1997.
 TV0167
 TV0167.The orthometric height was scaled from a topographic map.
 TV0167
 TV0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0167.GEOID18 height accuracy estimate available here.
 TV0167
 TV0167.Click photographs - Photos may exist for this station.
 TV0167
 TV0167.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0167
 TV0167. The following values were computed from the NAD 83(1997) position.
 TV0167
 TV0167;                    North         East     Units Scale Factor Converg.
 TV0167;SPC PRVI     -   190,623.961   365,282.054   MT  1.00003042   +0 29 15.4
 TV0167;UTM  20      - 1,962,662.781   301,197.808   MT  1.00008866   -0 34 17.6
 TV0167
 TV0167:                Primary Azimuth Mark                     Grid Az
 TV0167:SPC PRVI     -  WASHINGTON                               343 41 31.8
 TV0167:UTM  20      -  WASHINGTON                               344 45 04.8
 TV0167
 TV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0119762662(NAD 83)
 TV0167
 TV0167|---------------------------------------------------------------------|
 TV0167| PID    Reference Object                     Distance      Geod. Az  |
 TV0167|                                                           dddmmss.s |
 TV0167| TV0204 NICHOLAS MILL                       APPROX. 1.2 KM 0141346.4 |
 TV0167| TV0201 MT VICTORY MILL                     APPROX. 1.3 KM 0360716.5 |
 TV0167| TV0198 SPRING GARDEN MILL                  APPROX. 2.1 KM 0412153.4 |
 TV0167| TV0195 BODKIN MILL                         APPROX. 4.0 KM 0761439.6 |
 TV0167| TV0166 PUNCH MILL                          APPROX. 0.6 KM 0990241.4 |
 TV0167| TV0168 LA GRANGE CHIMNEY                   APPROX. 2.6 KM 1872744.0 |
 TV0167| TV0169 RED CHURCH STEEPLE                  APPROX. 3.3 KM 1890757.3 |
 TV0167| TV0172 WRECK                               APPROX. 7.6 KM 2030730.3 |
 TV0167| TV0170 PROSPERITY CHIMNEY HOT              APPROX. 2.0 KM 2064338.3 |
 TV0167| TV0171 SPRAT HALL MILL                     APPROX. 1.6 KM 2601249.2 |
 TV0167| TV0206 WASHINGTON                          APPROX. 0.7 KM 3441047.2 |
 TV0167|---------------------------------------------------------------------|
 TV0167
 TV0167                          SUPERSEDED SURVEY CONTROL
 TV0167
 TV0167  NAD 83(1993)-  17 44 32.15758(N)    064 52 29.81686(W) AD(       ) 3
 TV0167  NAD 83(1986)-  17 44 32.14111(N)    064 52 29.79802(W) AD(       ) 3
 TV0167  PR          -  17 44 39.23635(N)    064 52 31.27036(W) AD(       ) 3
 TV0167
 TV0167.Superseded values are not recommended for survey control.
 TV0167
 TV0167.NGS no longer adjusts projects to the PR datum.
 TV0167.See file dsdata.pdf to determine how the superseded data were derived.
 TV0167
 TV0167_MARKER: Z = SEE DESCRIPTION
 TV0167_SETTING: 0 = UNSPECIFIED SETTING
 TV0167
 TV0167  HISTORY     - Date     Condition        Report By
 TV0167  HISTORY     - 1919     MONUMENTED       CGS
 TV0167  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0167
 TV0167                          STATION DESCRIPTION
 TV0167
 TV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0167'THIS STATION IS ON THE HIGH GRASSY HILL WESTWARD OF PUNCH
 TV0167'ESTATE MILL ON THE WESTERN END OF THE ISLAND.
 TV0167'
 TV0167'MARKED BY A STANDARD BRASS DISK CEMENTED INTO THE TOP OF A
 TV0167'LOW OUTCROPPING ROCK.
 TV0167
 TV0167                          STATION RECOVERY (1977)
 TV0167
 TV0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0167'STATION NOT RECOVERED, BELIEVED DESTROYED DUE TO LEVELING OF
 TV0167'HILLTOP.
 TV0167'
 TV0167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.2 MI. NORTH
 TV0167'OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0442 ***********************************************************************
 TV0442  DESIGNATION -  RAM
 TV0442  PID         -  TV0442
 TV0442  STATE/COUNTY-  VQ/ST JOHN
 TV0442  COUNTRY     -  US
 TV0442  USGS QUAD   -  CORAL BAY (2013)
 TV0442
 TV0442                         *CURRENT SURVEY CONTROL
 TV0442  ______________________________________________________________________
 TV0442* NAD 83(1997) POSITION- 18 18 09.36438(N) 064 42 05.06666(W)   ADJUSTED
 TV0442* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0442  ______________________________________________________________________
 TV0442  GEOID HEIGHT    -        -42.335 (meters)                     GEOID18
 TV0442  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 TV0442  HORZ ORDER      -  THIRD
 TV0442
 TV0442.The horizontal coordinates were established by classical geodetic methods
 TV0442.and adjusted by the National Geodetic Survey in May 1997.
 TV0442
 TV0442.The orthometric height was scaled from a topographic map.
 TV0442
 TV0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0442.GEOID18 height accuracy estimate available here.
 TV0442
 TV0442.Click photographs - Photos may exist for this station.
 TV0442
 TV0442.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0442
 TV0442. The following values were computed from the NAD 83(1997) position.
 TV0442
 TV0442;                    North         East     Units Scale Factor Converg.
 TV0442;SPC PRVI     -   252,805.045   383,100.488   MT  0.99999467   +0 32 30.8
 TV0442;UTM  20      - 2,024,503.339   320,172.902   MT  0.99999980   -0 32 04.0
 TV0442
 TV0442:                Primary Azimuth Mark                     Grid Az
 TV0442:SPC PRVI     -  BOOBY 1918                               266 59 36.5
 TV0442:UTM  20      -  BOOBY 1918                               268 04 11.3
 TV0442
 TV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2017224503(NAD 83)
 TV0442
 TV0442|---------------------------------------------------------------------|
 TV0442| PID    Reference Object                     Distance      Geod. Az  |
 TV0442|                                                           dddmmss.s |
 TV0442| CE5558 RAM RM 1                                           18115     |
 TV0442| TV0443 SAD 1967                            220.836 METERS 20838     |
 TV0442| TV0445 BOOBY 1918                          APPROX. 0.9 KM 2673207.3 |
 TV0442| CE5559 RAM RM 2                                           30730     |
 TV0442|---------------------------------------------------------------------|
 TV0442
 TV0442                          SUPERSEDED SURVEY CONTROL
 TV0442
 TV0442  NAD 83(1993)-  18 18 09.36593(N)    064 42 05.06699(W) AD(       ) 3
 TV0442  NAD 83(1986)-  18 18 09.33086(N)    064 42 05.03362(W) AD(       ) 3
 TV0442  PR          -  18 18 16.49039(N)    064 42 06.54439(W) AD(       ) 3
 TV0442
 TV0442.Superseded values are not recommended for survey control.
 TV0442
 TV0442.NGS no longer adjusts projects to the PR datum.
 TV0442.See file dsdata.pdf to determine how the superseded data were derived.
 TV0442
 TV0442
 TV0442  HISTORY     - Date     Condition        Report By
 TV0442  HISTORY     - 1918     MONUMENTED       CGS
 TV0442  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0442  HISTORY     - 1967     GOOD             CGS
 TV0442
 TV0442                          STATION DESCRIPTION
 TV0442
 TV0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0442'NO ATTEMPT MADE AT PHYSICAL RECOVERY.  SIGNAL ON TOP OF HILL
 TV0442'VISIBLE FROM WATER.
 TV0442
 TV0442                          STATION RECOVERY (1967)
 TV0442
 TV0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0442'STATION RECOVERED IN GOOD CONDITION.
 TV0442'
 TV0442'STATION IS LOCATED AT THE PEAK OF RAM HILL WHICH IS THE FIRST HILL
 TV0442'NORTH OF RAM HEAD ON THE SOUTHEAST COAST OF ST. JOHN ISLAND.
 TV0442'
 TV0442'MARKED BY AN UNSTAMPED TRIANGULATION DISK CEMENTED IN A ROCK
 TV0442'OUTCROPPING.
 TV0442'
 TV0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 TV0442'CRUZ BAY, ST. JOHN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0102 ***********************************************************************
 TV0102  DESIGNATION -  RECOVERY
 TV0102  PID         -  TV0102
 TV0102  STATE/COUNTY-  VQ/ST CROIX
 TV0102  COUNTRY     -  US
 TV0102  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0102
 TV0102                         *CURRENT SURVEY CONTROL
 TV0102  ______________________________________________________________________
 TV0102* NAD 83(1997) POSITION- 17 44 04.27536(N) 064 42 02.87608(W)   ADJUSTED
 TV0102* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0102  ______________________________________________________________________
 TV0102  GEOID HEIGHT    -        -41.221 (meters)                     GEOID18
 TV0102  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 TV0102  HORZ ORDER      -  THIRD
 TV0102
 TV0102.The horizontal coordinates were established by classical geodetic methods
 TV0102.and adjusted by the National Geodetic Survey in May 1997.
 TV0102
 TV0102.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0102
 TV0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0102.GEOID18 height accuracy estimate available here.
 TV0102
 TV0102.Click photographs - Photos may exist for this station.
 TV0102
 TV0102.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0102
 TV0102. The following values were computed from the NAD 83(1997) position.
 TV0102
 TV0102;                    North         East     Units Scale Factor Converg.
 TV0102;SPC PRVI     -   189,932.683   383,759.691   MT  1.00003158   +0 32 31.5
 TV0102;UTM  20      - 1,961,629.869   319,659.752   MT  1.00000211   -0 31 05.6
 TV0102
 TV0102:                Primary Azimuth Mark                     Grid Az
 TV0102:SPC PRVI     -  FORT LOUISE AUGUSTA LIGHT                016 03 09.3
 TV0102:UTM  20      -  FORT LOUISE AUGUSTA LIGHT                017 06 46.4
 TV0102
 TV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1965961629(NAD 83)
 TV0102
 TV0102|---------------------------------------------------------------------|
 TV0102| PID    Reference Object                     Distance      Geod. Az  |
 TV0102|                                                           dddmmss.s |
 TV0102| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 2.4 KM 0163540.8 |
 TV0102| TV0101 MT WELCOME MILL                     APPROX. 1.5 KM 0205853.8 |
 TV0102| TV0064 SHOYS MILL                          APPROX. 3.1 KM 0422735.6 |
 TV0102| TV0058 DRY                                 APPROX. 6.7 KM 0590331.0 |
 TV0102| TV0060 GREEN CAY ESTATE MILL               APPROX. 5.6 KM 0611150.2 |
 TV0102| TV0098 BOUTZBERG MILL                      APPROX. 2.8 KM 0611602.5 |
 TV0102| TV0057 COAKLEY BAY MILL                    APPROX. 6.9 KM 0664745.4 |
 TV0102| TV0059 SCHOOL HOUSE                        APPROX. 5.9 KM 0680322.3 |
 TV0102| TV0099 LANGS OBSERVATORY                   APPROX. 1.7 KM 0701457.4 |
 TV0102| TV0093 SIGHT MILL                          APPROX. 4.2 KM 0813614.9 |
 TV0102| CE5567 RECOVERY RM 3                                      11139     |
 TV0102| TV0109 LITTLE DIAMOND MILL                 APPROX. 3.5 KM 2024336.5 |
 TV0102| TV0114 CANE GARDEN MILL                    APPROX. 4.4 KM 2212025.4 |
 TV0102| CE5566 RECOVERY RM 2                                      22321     |
 TV0102| TV0122 JERUSALEM MILL                      APPROX. 5.8 KM 2460003.7 |
 TV0102| TV0116 PETERS REST STATION CHIMNEY         APPROX. 3.7 KM 2525512.4 |
 TV0102| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 5.6 KM 2642736.4 |
 TV0102| TV0077 ST JOHN CHIMNEY                     APPROX. 5.7 KM 3034725.7 |
 TV0102| TV0110 ORANGE GROVE MILL                   APPROX. 2.2 KM 3042042.7 |
 TV0102| TV0072 LITTLE PRINCESS CHIMNEY             APPROX. 3.6 KM 3134028.8 |
 TV0102| CE5565 RECOVERY RM 1                                      32535     |
 TV0102|---------------------------------------------------------------------|
 TV0102
 TV0102                          SUPERSEDED SURVEY CONTROL
 TV0102
 TV0102  NAD 83(1993)-  17 44 04.27376(N)    064 42 02.88583(W) AD(       ) 3
 TV0102  NAD 83(1986)-  17 44 04.25844(N)    064 42 02.86114(W) AD(       ) 3
 TV0102  PR          -  17 44 11.35342(N)    064 42 04.34331(W) AD(       ) 3
 TV0102  LMSL    (07/19/86)  257.7    (m)          845.     (f) VERT ANG       
 TV0102
 TV0102.Superseded values are not recommended for survey control.
 TV0102
 TV0102.NGS no longer adjusts projects to the PR datum.
 TV0102.See file dsdata.pdf to determine how the superseded data were derived.
 TV0102
 TV0102_MARKER: Z = SEE DESCRIPTION
 TV0102_SETTING: 0 = UNSPECIFIED SETTING
 TV0102
 TV0102  HISTORY     - Date     Condition        Report By
 TV0102  HISTORY     - 1919     MONUMENTED       CGS
 TV0102  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0102  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0102  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TV0102  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0102
 TV0102                          STATION DESCRIPTION
 TV0102
 TV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0102'STATION IS ON THE TOP OF SIGNAL HILL.  THIS HILL IS THE
 TV0102'HIGH PROMINENT ONE RISING S OF CHRISTIANSTED.  NE CORNER OF
 TV0102'THE FORT AND NE TANGENT TO PROTESTANT CAY ARE ON RANGE.  GREEN
 TV0102'CAY ESTATE MILL AND BONTZBERG MILL PRACTICALLY ON RANGE.  SURFACE
 TV0102'MARK IS A STANDARD BRASS DISK IN TOP OF A 6-INCH DIAMETER
 TV0102'CEMENT POST 2-1/2 FEET LONG SET IN HOLE WHERE OLD SIGNAL
 TV0102'POLE FORMERLY WAS.  IT IS SURROUNDED BY ROCKS AND OLD
 TV0102'CONCRETE.  IT IS 10.4 METERS E OF WIRE FENCE.  SUBSURFACE MARK
 TV0102'IS A SIMILAR POST BUT SHORTER.
 TV0102'
 TV0102'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN DRILL HOLE IN
 TV0102'THE TOP OF A 1-METER DIAMETER BOULDER LYING ON N EDGE OF THE
 TV0102'HILLTOP.
 TV0102'
 TV0102'REFERENCE MARK NO.2 IS A STANDARD DISK IN A 6-INCH OCTAGONAL
 TV0102'CEMENT POST 3.25 METERS E OF THE FENCE.
 TV0102'
 TV0102'REFERENCE MARK NO.3 IS A STANDARD DISK IN TOP OF A 6-INCH
 TV0102'DIAMETER CEMENT POST.
 TV0102'
 TV0102'TOP OF POLE - 3.67 METERS.
 TV0102
 TV0102                          STATION RECOVERY (1921)
 TV0102
 TV0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERM)
 TV0102'STATION WAS FOUND AS DESCRIBED, AND WAS OBSERVED ON.
 TV0102
 TV0102                          STATION RECOVERY (1925)
 TV0102
 TV0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0102'STATION WAS NOT VISITED.  USED FOR OFF-SHORE WORK.
 TV0102
 TV0102                          STATION RECOVERY (1953)
 TV0102
 TV0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TV0102'STATION WAS PROBABLY DESTROYED.  THE TOP OF THIS HILL HAS
 TV0102'BEEN GRADED OFF.
 TV0102
 TV0102                          STATION RECOVERY (1977)
 TV0102
 TV0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0102'STATION DESTROYED DUE TO CONSTRUCTION OF A VOR SITE.
 TV0102'
 TV0102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.8 MI. SOUTH
 TV0102'OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0538 ***********************************************************************
 TV0538  DESIGNATION -  RED
 TV0538  PID         -  TV0538
 TV0538  STATE/COUNTY-  VQ/ST THOMAS
 TV0538  COUNTRY     -  US
 TV0538  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0538
 TV0538                         *CURRENT SURVEY CONTROL
 TV0538  ______________________________________________________________________
 TV0538* NAD 83(1997) POSITION- 18 19 41.90994(N) 064 58 21.49839(W)   ADJUSTED
 TV0538  ______________________________________________________________________
 TV0538  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TV0538  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 TV0538  HORZ ORDER      -  THIRD
 TV0538
 TV0538.The horizontal coordinates were established by classical geodetic methods
 TV0538.and adjusted by the National Geodetic Survey in May 1997.
 TV0538
 TV0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0538.GEOID18 height accuracy estimate available here.
 TV0538
 TV0538.Click photographs - Photos may exist for this station.
 TV0538
 TV0538.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0538
 TV0538. The following values were computed from the NAD 83(1997) position.
 TV0538
 TV0538;                    North         East     Units Scale Factor Converg.
 TV0538;SPC PRVI     -   255,400.337   354,403.711   MT  0.99999531   +0 27 25.3
 TV0538;UTM  20      - 2,027,637.756   291,527.914   MT  1.00013732   -0 37 14.0
 TV0538
 TV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9152727637(NAD 83)
 TV0538
 TV0538                          SUPERSEDED SURVEY CONTROL
 TV0538
 TV0538  NAD 83(1993)-  18 19 41.90907(N)    064 58 21.50886(W) AD(       ) 3
 TV0538  NAD 83(1986)-  18 19 41.87993(N)    064 58 21.47241(W) AD(       ) 3
 TV0538  PR          -  18 19 49.04289(N)    064 58 22.94606(W) AD(       ) 3
 TV0538
 TV0538.Superseded values are not recommended for survey control.
 TV0538
 TV0538.NGS no longer adjusts projects to the PR datum.
 TV0538.See file dsdata.pdf to determine how the superseded data were derived.
 TV0538
 TV0538
 TV0538  HISTORY     - Date     Condition        Report By
 TV0538  HISTORY     - 1918     MONUMENTED       CGS
 TV0538  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0538  HISTORY     - 1967     GOOD             CGS
 TV0538
 TV0538                          STATION DESCRIPTION
 TV0538
 TV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0538'DETACHED ROCK OFF RED POINT, ENTRANCE TO MOSQUITO BAY.
 TV0538
 TV0538                          STATION RECOVERY (1967)
 TV0538
 TV0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0538'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TV0538'
 TV0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--MILES WEST OF
 TV0538'CHARLOTTE AMALIE, ST. THOMAS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0169 ***********************************************************************
 TV0169  DESIGNATION -  RED CHURCH STEEPLE
 TV0169  PID         -  TV0169
 TV0169  STATE/COUNTY-  VQ/ST CROIX
 TV0169  COUNTRY     -  US
 TV0169  USGS QUAD   -  FREDERIKSTED (2013)
 TV0169
 TV0169                         *CURRENT SURVEY CONTROL
 TV0169  ______________________________________________________________________
 TV0169* NAD 83(1997) POSITION- 17 42 46.31370(N) 064 52 47.56125(W)   ADJUSTED
 TV0169  ______________________________________________________________________
 TV0169  GEOID HEIGHT    -        -41.637 (meters)                     GEOID18
 TV0169  LAPLACE CORR    -          4.55  (seconds)                    DEFLEC18
 TV0169  HORZ ORDER      -  THIRD
 TV0169
 TV0169.The horizontal coordinates were established by classical geodetic methods
 TV0169.and adjusted by the National Geodetic Survey in May 1997.
 TV0169
 TV0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0169.GEOID18 height accuracy estimate available here.
 TV0169
 TV0169.Click photographs - Photos may exist for this station.
 TV0169
 TV0169.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0169
 TV0169. The following values were computed from the NAD 83(1997) position.
 TV0169
 TV0169;                    North         East     Units Scale Factor Converg.
 TV0169;SPC PRVI     -   187,365.442   364,786.632   MT  1.00003492   +0 29 09.8
 TV0169;UTM  20      - 1,959,413.785   300,642.233   MT  1.00009140   -0 34 19.7
 TV0169
 TV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0064259413(NAD 83)
 TV0169
 TV0169                          SUPERSEDED SURVEY CONTROL
 TV0169
 TV0169  NAD 83(1993)-  17 42 46.31195(N)    064 52 47.57105(W) AD(       ) 3
 TV0169  NAD 83(1986)-  17 42 46.29622(N)    064 52 47.55108(W) AD(       ) 3
 TV0169  PR          -  17 42 53.38563(N)    064 52 49.02532(W) AD(       ) 3
 TV0169
 TV0169.Superseded values are not recommended for survey control.
 TV0169
 TV0169.NGS no longer adjusts projects to the PR datum.
 TV0169.See file dsdata.pdf to determine how the superseded data were derived.
 TV0169
 TV0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0169
 TV0169  HISTORY     - Date     Condition        Report By
 TV0169  HISTORY     - 1918     MONUMENTED       CGS
 TV0169  HISTORY     - 1980     GOOD             NOS
 TV0169
 TV0169                          STATION DESCRIPTION
 TV0169
 TV0169'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0169'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0459 ***********************************************************************
 TV0459  DESIGNATION -  REEF BAY HOUSE GABLE
 TV0459  PID         -  TV0459
 TV0459  STATE/COUNTY-  VQ/ST JOHN
 TV0459  COUNTRY     -  US
 TV0459  USGS QUAD   -  CORAL BAY (2013)
 TV0459
 TV0459                         *CURRENT SURVEY CONTROL
 TV0459  ______________________________________________________________________
 TV0459* NAD 83(1997) POSITION- 18 19 46.00769(N) 064 44 23.93328(W)   NO CHECK
 TV0459  ______________________________________________________________________
 TV0459  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TV0459  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 TV0459  HORZ ORDER      -  THIRD
 TV0459
 TV0459.The horizontal coordinates were established by classical geodetic methods
 TV0459.and adjusted by the National Geodetic Survey in May 1997.
 TV0459
 TV0459.No horizontal observational check was made to the station.
 TV0459
 TV0459.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0459.GEOID18 height accuracy estimate available here.
 TV0459
 TV0459.Click photographs - Photos may exist for this station.
 TV0459
 TV0459.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0459
 TV0459. The following values were computed from the NAD 83(1997) position.
 TV0459
 TV0459;                    North         East     Units Scale Factor Converg.
 TV0459;SPC PRVI     -   255,738.115   378,995.051   MT  0.99999534   +0 31 47.4
 TV0459;UTM  20      - 2,027,513.082   316,123.252   MT  1.00001801   -0 32 50.4
 TV0459
 TV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1612327513(NAD 83)
 TV0459
 TV0459                          SUPERSEDED SURVEY CONTROL
 TV0459
 TV0459  NAD 83(1993)-  18 19 46.00930(N)    064 44 23.93408(W) AD(       ) 3
 TV0459  NAD 83(1986)-  18 19 45.97458(N)    064 44 23.89931(W) AD(       ) 3
 TV0459  PR          -  18 19 53.13739(N)    064 44 25.40651(W) AD(       ) 3
 TV0459
 TV0459.Superseded values are not recommended for survey control.
 TV0459
 TV0459.NGS no longer adjusts projects to the PR datum.
 TV0459.See file dsdata.pdf to determine how the superseded data were derived.
 TV0459
 TV0459_MARKER: 81 = GABLE
 TV0459
 TV0459  HISTORY     - Date     Condition        Report By
 TV0459  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0459  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0459
 TV0459                          STATION DESCRIPTION
 TV0459
 TV0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0459'STATION IS THE CENTER OF THE TOP OF THE ESTATE HOUSE ON REEF BAY
 TV0459'ESTATE.  THIS ESTATE BORDERS ON REEF BAY, S SIDE OF ST. JOHN.
 TV0459
 TV0459                          STATION RECOVERY (1926)
 TV0459
 TV0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0459'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0475 ***********************************************************************
 TV0475  DESIGNATION -  REND
 TV0475  PID         -  TV0475
 TV0475  STATE/COUNTY-  VQ/ST JOHN
 TV0475  COUNTRY     -  US
 TV0475  USGS QUAD   -  CRUZ BAY (2013)
 TV0475
 TV0475                         *CURRENT SURVEY CONTROL
 TV0475  ______________________________________________________________________
 TV0475* NAD 83(1997) POSITION- 18 18 42.91156(N) 064 46 52.52740(W)   ADJUSTED
 TV0475  ______________________________________________________________________
 TV0475  GEOID HEIGHT    -        -42.210 (meters)                     GEOID18
 TV0475  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 TV0475  HORZ ORDER      -  THIRD
 TV0475
 TV0475.The horizontal coordinates were established by classical geodetic methods
 TV0475.and adjusted by the National Geodetic Survey in May 1997.
 TV0475
 TV0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0475.GEOID18 height accuracy estimate available here.
 TV0475
 TV0475.Click photographs - Photos may exist for this station.
 TV0475
 TV0475.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0475
 TV0475. The following values were computed from the NAD 83(1997) position.
 TV0475
 TV0475;                    North         East     Units Scale Factor Converg.
 TV0475;SPC PRVI     -   253,758.422   374,649.595   MT  0.99999488   +0 31 00.9
 TV0475;UTM  20      - 2,025,615.350   311,741.210   MT  1.00003817   -0 33 35.3
 TV0475
 TV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1174125615(NAD 83)
 TV0475
 TV0475                          SUPERSEDED SURVEY CONTROL
 TV0475
 TV0475  NAD 83(1993)-  18 18 42.91224(N)    064 46 52.52877(W) AD(       ) 3
 TV0475  NAD 83(1986)-  18 18 42.87834(N)    064 46 52.49356(W) AD(       ) 3
 TV0475  PR          -  18 18 50.04031(N)    064 46 53.99787(W) AD(       ) 3
 TV0475
 TV0475.Superseded values are not recommended for survey control.
 TV0475
 TV0475.NGS no longer adjusts projects to the PR datum.
 TV0475.See file dsdata.pdf to determine how the superseded data were derived.
 TV0475
 TV0475
 TV0475  HISTORY     - Date     Condition        Report By
 TV0475  HISTORY     - UNK      MONUMENTED
 TV0475  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0475  HISTORY     - 1973     GOOD             NGS
 TV0475
 TV0475                          STATION DESCRIPTION
 TV0475
 TV0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0475'NO ATTEMPT MADE AT RECOVERY.  SIGNAL AT TOP OF HILL VISIBLE
 TV0475'FROM WATER.
 TV0475
 TV0475                          STATION RECOVERY (1973)
 TV0475
 TV0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RDP)
 TV0475'STATION IS LOCATED ON THE HIGHEST POINT OF BOVOCOAP PT. ON THE
 TV0475'SOUTHWEST CORNER OF ST. JOHN ISLAND.
 TV0475'
 TV0475'STATION IS MARKED BY AN IRON PIN CEMENTED IN A DRILL HOLE IN
 TV0475'OUTCROPPING ROCK.
 TV0475'
 TV0475'ONE REFERENCE MARK, A REGULATION BRASS DISK CEMENTED IN A DRILL HOLE
 TV0475'IN ROCK, WAS LOCATED APPROXIMATELY 10 METERS SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7156 ***********************************************************************
 DK7156  DESIGNATION -  RICHARDS
 DK7156  PID         -  DK7156
 DK7156  STATE/COUNTY-  VQ/ST CROIX
 DK7156  COUNTRY     -  US
 DK7156  USGS QUAD   -  CHRISTIANSTED (2013)
 DK7156
 DK7156                         *CURRENT SURVEY CONTROL
 DK7156  ______________________________________________________________________
 DK7156* NAD 83(1986) POSITION- 17 44 46.1    (N) 064 42 14.1    (W)   HD_HELD2
 DK7156* VIVD09  ORTHO HEIGHT -     5.272 (meters)       17.30  (feet) ADJUSTED
 DK7156  ______________________________________________________________________
 DK7156  GEOID HEIGHT    -        -41.308 (meters)                     GEOID18
 DK7156  VERT ORDER      -  FIRST     CLASS II
 DK7156
 DK7156.The horizontal coordinates were established by autonomous hand held GPS
 DK7156.observations and have an estimated accuracy of +/- 10 meters.
 DK7156
 DK7156.The orthometric height was determined by differential leveling and
 DK7156.adjusted by the NATIONAL GEODETIC SURVEY
 DK7156.in April 2012.
 DK7156
 DK7156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7156.GEOID18 height accuracy estimate available here.
 DK7156
 DK7156.Click photographs - Photos may exist for this station.
 DK7156
 DK7156;                    North         East    Units  Estimated Accuracy
 DK7156;SPC PRVI     -   191,215.      383,417.      MT  (+/- 10 meters HH2 GPS)
 DK7156
 DK7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1934062918(NAD 83)
 DK7156
 DK7156                          SUPERSEDED SURVEY CONTROL
 DK7156
 DK7156.No superseded survey control is available for this station.
 DK7156
 DK7156_MARKER: DV = VERTICAL CONTROL DISK
 DK7156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7156_SP_SET: FOUNDATION
 DK7156_STAMPING: RICHARDS 2007
 DK7156_MARK LOGO: NGS
 DK7156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7156+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7156
 DK7156  HISTORY     - Date     Condition        Report By
 DK7156  HISTORY     - 20070801 MONUMENTED       NGS
 DK7156
 DK7156                          STATION DESCRIPTION
 DK7156
 DK7156'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7156'TO REACH THE MARK TRAVEL EAST FROM THE JUNCTION OF HWY.75 AND HWY.70
 DK7156'ALONG HWY.75 FOR 0.56 MI (0.9 KM) TO GOVERNMENT HOUSE AND MARK ON THE
 DK7156'RIGHT. THE MARK IS A NGS VERTICAL CONTROL DISK SET IN A DRILL HOLE.THE
 DK7156'MARK IS 19.8 M (65.0 FT) NORTHEAST OF THE CENTERLINE OF QUEENS CROSS
 DK7156'STREET, 4.8 M (15.7 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF KING
 DK7156'STREET, 2.1 M (6.9 FT) NORTH-NORTHWEST OF THE NORTH FACE OF BUILDING
 DK7156'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0553 ***********************************************************************
 TV0553  DESIGNATION -  ROACH
 TV0553  PID         -  TV0553
 TV0553  STATE/COUNTY-  VQ/ST THOMAS
 TV0553  COUNTRY     -  US
 TV0553  USGS QUAD   -  SAVANA PASSAGE OE N (2013)
 TV0553
 TV0553                         *CURRENT SURVEY CONTROL
 TV0553  ______________________________________________________________________
 TV0553* NAD 83(1997) POSITION- 18 24 14.21791(N) 065 03 37.35918(W)   ADJUSTED
 TV0553* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0553  ______________________________________________________________________
 TV0553  GEOID HEIGHT    -        -42.577 (meters)                     GEOID18
 TV0553  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 TV0553  HORZ ORDER      -  THIRD
 TV0553
 TV0553.The horizontal coordinates were established by classical geodetic methods
 TV0553.and adjusted by the National Geodetic Survey in May 1997.
 TV0553
 TV0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0553
 TV0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0553.GEOID18 height accuracy estimate available here.
 TV0553
 TV0553.Click photographs - Photos may exist for this station.
 TV0553
 TV0553.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0553
 TV0553. The following values were computed from the NAD 83(1997) position.
 TV0553
 TV0553;                    North         East     Units Scale Factor Converg.
 TV0553;SPC PRVI     -   263,700.621   345,066.599   MT  0.99999835   +0 25 46.5
 TV0553;UTM  20      - 2,036,113.780   282,347.239   MT  1.00018569   -0 39 02.7
 TV0553
 TV0553:                Primary Azimuth Mark                     Grid Az
 TV0553:SPC PRVI     -  OUTER BRASS                              095 55 23.3
 TV0553:UTM  20      -  OUTER BRASS                              097 00 12.5
 TV0553
 TV0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8234736113(NAD 83)
 TV0553
 TV0553|---------------------------------------------------------------------|
 TV0553| PID    Reference Object                     Distance      Geod. Az  |
 TV0553|                                                           dddmmss.s |
 TV0553| CE5578 ROACH RM 1                           25.400 METERS 06111     |
 TV0553| TV0548 OUTER BRASS                         APPROX. 9.5 KM 0962109.8 |
 TV0553| TV0539 GOOD                                APPROX. 9.7 KM 1104542.9 |
 TV0553|---------------------------------------------------------------------|
 TV0553
 TV0553                          SUPERSEDED SURVEY CONTROL
 TV0553
 TV0553  NAD 83(1993)-  18 24 14.22005(N)    065 03 37.37332(W) AD(       ) 3
 TV0553  NAD 83(1986)-  18 24 14.19644(N)    065 03 37.33561(W) AD(       ) 3
 TV0553  PR          -  18 24 21.35422(N)    065 03 38.79017(W) AD(       ) 3
 TV0553  LMSL    (07/19/86)   46.2    (m)          152.     (f) VERT ANG       
 TV0553
 TV0553.Superseded values are not recommended for survey control.
 TV0553
 TV0553.NGS no longer adjusts projects to the PR datum.
 TV0553.See file dsdata.pdf to determine how the superseded data were derived.
 TV0553
 TV0553
 TV0553  HISTORY     - Date     Condition        Report By
 TV0553  HISTORY     - 1918     MONUMENTED       CGS
 TV0553  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0553  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0553
 TV0553                          STATION DESCRIPTION
 TV0553
 TV0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0553'MARK EASILY FOUND.  THIS ISLAND (COCKROACH ISLAND) IS DIFFICULT OF
 TV0553'ASCENT FROM THE SOUTHWARD.  BETTER LANDINGS ARE HAD FROM THE
 TV0553'S HOWEVER.
 TV0553'
 TV0553'THE STATION MARK IS LOCATED ON THE TOP OF A GROUP OF BOULDERS
 TV0553'NEARLY IN THE CENTER OF THE ISLAND.  THE MARK IS E OF THE HIGHEST
 TV0553'POINT OF THE ISLAND, IN SOMEWHAT OF A CLEARING.  THERE IS A LARGE
 TV0553'BOOBY ROOST TO THE EASTWARD.
 TV0553
 TV0553                          STATION RECOVERY (1975)
 TV0553
 TV0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0553'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0553'ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0521 ***********************************************************************
 TV0521  DESIGNATION -  ROCK 1918
 TV0521  PID         -  TV0521
 TV0521  STATE/COUNTY-  VQ/ST THOMAS
 TV0521  COUNTRY     -  US
 TV0521  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0521
 TV0521                         *CURRENT SURVEY CONTROL
 TV0521  ______________________________________________________________________
 TV0521* NAD 83(1997) POSITION- 18 19 20.44649(N) 064 55 58.64557(W)   ADJUSTED
 TV0521* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0521  ______________________________________________________________________
 TV0521  GEOID HEIGHT    -        -42.206 (meters)                     GEOID18
 TV0521  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 TV0521  HORZ ORDER      -  THIRD
 TV0521
 TV0521.The horizontal coordinates were established by classical geodetic methods
 TV0521.and adjusted by the National Geodetic Survey in May 1997.
 TV0521
 TV0521.The orthometric height was scaled from a topographic map.
 TV0521
 TV0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0521.GEOID18 height accuracy estimate available here.
 TV0521
 TV0521.Click photographs - Photos may exist for this station.
 TV0521
 TV0521.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0521
 TV0521. The following values were computed from the NAD 83(1997) position.
 TV0521
 TV0521;                    North         East     Units Scale Factor Converg.
 TV0521;SPC PRVI     -   254,774.369   358,603.567   MT  0.99999514   +0 28 10.0
 TV0521;UTM  20      - 2,026,932.833   295,715.807   MT  1.00011595   -0 36 28.3
 TV0521
 TV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9571526932(NAD 83)
 TV0521
 TV0521                          SUPERSEDED SURVEY CONTROL
 TV0521
 TV0521  NAD 83(1993)-  18 19 20.44589(N)    064 55 58.65269(W) AD(       ) 3
 TV0521  NAD 83(1986)-  18 19 20.41502(N)    064 55 58.61568(W) AD(       ) 3
 TV0521  PR          -  18 19 27.57779(N)    064 56 00.09751(W) AD(       ) 3
 TV0521
 TV0521.Superseded values are not recommended for survey control.
 TV0521
 TV0521.NGS no longer adjusts projects to the PR datum.
 TV0521.See file dsdata.pdf to determine how the superseded data were derived.
 TV0521
 TV0521_MARKER: Z = SEE DESCRIPTION
 TV0521_SETTING: 0 = UNSPECIFIED SETTING
 TV0521
 TV0521  HISTORY     - Date     Condition        Report By
 TV0521  HISTORY     - 1918     MONUMENTED       CGS
 TV0521  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TV0521
 TV0521                          STATION DESCRIPTION
 TV0521
 TV0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0521'THIS STATION IS LOCATED ON A LARGE OFFSHORE ROCK OFF COWELLS
 TV0521'POINT ON HASSEL ISLAND.  THE ROCKS ABOUT 10 METERS FROM THE SHORE,
 TV0521'IS WHERE STATION IS LOCATED.
 TV0521'
 TV0521'THE STATION MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 TV0521'HOLE IN THE TOP OF THE ROCK AND NEAR ITS NORTHERN EDGE.  STATION
 TV0521'IS IN RANGE WITH THE MORAVIAN CHURCH AT NISKY AND BANANA POINT
 TV0521'ON WATER ISLAND.
 TV0521'
 TV0521'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 TV0521'A BOULDER, AS DESCRIBED IN NOTE 12D.  IT BEARS N 79 DEG W AND IS
 TV0521'5 METERS DISTANT FROM THE STATION.
 TV0521'
 TV0521'EAST POINT LIGHT BEARS S 75 DEG E FROM STATION.
 TV0521'
 TV0521'SIGNAL STATION BEARS N 80 DEG E FROM STATION.
 TV0521
 TV0521                          STATION RECOVERY (1966)
 TV0521
 TV0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JPR)
 TV0521'STATION WAS RECOVERED AS DESCRIBED.
 TV0521'
 TV0521'STATION AND RM WERE FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0501 ***********************************************************************
 TV0501  DESIGNATION -  ROTTO 1918
 TV0501  PID         -  TV0501
 TV0501  STATE/COUNTY-  VQ/ST THOMAS
 TV0501  COUNTRY     -  US
 TV0501  USGS QUAD   -  CRUZ BAY (2013)
 TV0501
 TV0501                         *CURRENT SURVEY CONTROL
 TV0501  ______________________________________________________________________
 TV0501* NAD 83(1997) POSITION- 18 18 48.86553(N) 064 51 52.98367(W)   NO CHECK
 TV0501* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0501  ______________________________________________________________________
 TV0501  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 TV0501  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 TV0501  HORZ ORDER      -  THIRD
 TV0501
 TV0501.The horizontal coordinates were established by classical geodetic methods
 TV0501.and adjusted by the National Geodetic Survey in May 1997.
 TV0501
 TV0501.No horizontal observational check was made to the station.
 TV0501
 TV0501.The orthometric height was scaled from a topographic map.
 TV0501
 TV0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0501.GEOID18 height accuracy estimate available here.
 TV0501
 TV0501.Click photographs - Photos may exist for this station.
 TV0501
 TV0501.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0501
 TV0501. The following values were computed from the NAD 83(1997) position.
 TV0501
 TV0501;                    North         East     Units Scale Factor Converg.
 TV0501;SPC PRVI     -   253,863.883   365,825.245   MT  0.99999492   +0 29 26.9
 TV0501;UTM  20      - 2,025,886.647   302,919.836   MT  1.00008020   -0 35 10.0
 TV0501
 TV0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0291925886(NAD 83)
 TV0501
 TV0501                          SUPERSEDED SURVEY CONTROL
 TV0501
 TV0501  NAD 83(1993)-  18 18 48.86537(N)    064 51 52.98815(W) AD(       ) 3
 TV0501  NAD 83(1986)-  18 18 48.83292(N)    064 51 52.95175(W) AD(       ) 3
 TV0501  PR          -  18 18 55.99664(N)    064 51 54.44327(W) AD(       ) 3
 TV0501
 TV0501.Superseded values are not recommended for survey control.
 TV0501
 TV0501.NGS no longer adjusts projects to the PR datum.
 TV0501.See file dsdata.pdf to determine how the superseded data were derived.
 TV0501
 TV0501_MARKER: Z = SEE DESCRIPTION
 TV0501_SETTING: 0 = UNSPECIFIED SETTING
 TV0501
 TV0501  HISTORY     - Date     Condition        Report By
 TV0501  HISTORY     - 1918     MONUMENTED       CGS
 TV0501  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0501  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TV0501  HISTORY     - 1973     GOOD             NGS
 TV0501
 TV0501                          STATION DESCRIPTION
 TV0501
 TV0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0501'STATION ROTTO IS IN THE MIDDLE OF ROTTO CAY, JERSEY BAY, ABOUT
 TV0501'3.5 MILES E OF EAST POINT LIGHT.
 TV0501'
 TV0501'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO A
 TV0501'DEPRESSION OF A SMALL OUTCROPPING ROCK 7.2 METERS FROM THE
 TV0501'EASTERN SIDE OF THE ISLAND.
 TV0501'
 TV0501'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK WEDGED INTO A CREVICE
 TV0501'OF THE EDGE OF THE CLIFF FORMING THE E SIDE OF THE ISLAND.
 TV0501'
 TV0501'REFERENCE MARK NO.2 IS A STANDARD DISK WEDGED INTO A CREVICE OF
 TV0501'OUTCROPPING ROCK.
 TV0501'
 TV0501'BUCK ISLAND LIGHT IS IN AZIMUTH 36 DEG 59 MIN (TRUE) FROM
 TV0501'THE STATION.
 TV0501
 TV0501                          STATION RECOVERY (1926)
 TV0501
 TV0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0501'STATION RECOVERED AS DESCRIBED.
 TV0501
 TV0501                          STATION RECOVERY (1929)
 TV0501
 TV0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (GDC)
 TV0501'STATION IS IN DANGER OF BEING LOST, THE ROCK IS DISINTEGRATING.
 TV0501
 TV0501                          STATION RECOVERY (1973)
 TV0501
 TV0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0501'RECOVERED IN GOOD CONDITION.
 TV0501'
 TV0501'EAST POINT LIGHT IN THE 1918 DESCRIPTION NO LONGER EXISTS.  ROTTO
 TV0501'CAY IS 1.3 MILES W. OF DECK POINT.  REFERENCE MARK NO. 1 IS IN
 TV0501'DANGER OF BEING LOST DUE TO EROSION, NO. 2 AND THE STATION MARK
 TV0501'ARE NOT IN DANGER OF BEING LOST.
 TV0501'
 TV0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILE S.E. OF
 TV0501'CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5041 ***********************************************************************
 TZ5041  DESIGNATION -  RUPERT ROCK HAZARD MARKER
 TZ5041  PID         -  TZ5041
 TZ5041  STATE/COUNTY-  VQ/ST THOMAS
 TZ5041  COUNTRY     -  US
 TZ5041  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5041
 TZ5041                         *CURRENT SURVEY CONTROL
 TZ5041  ______________________________________________________________________
 TZ5041* NAD 83(1997) POSITION- 18 19 41.33970(N) 064 55 35.85429(W)   ADJUSTED
 TZ5041* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5041  ______________________________________________________________________
 TZ5041  GEOID HEIGHT    -        -42.197 (meters)                     GEOID18
 TZ5041  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 TZ5041  HORZ ORDER      -  THIRD
 TZ5041
 TZ5041.The horizontal coordinates were established by classical geodetic methods
 TZ5041.and adjusted by the National Geodetic Survey in May 1997.
 TZ5041
 TZ5041.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5041
 TZ5041.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5041.GEOID18 height accuracy estimate available here.
 TZ5041
 TZ5041.Click photographs - Photos may exist for this station.
 TZ5041
 TZ5041.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5041
 TZ5041. The following values were computed from the NAD 83(1997) position.
 TZ5041
 TZ5041;                    North         East     Units Scale Factor Converg.
 TZ5041;SPC PRVI     -   255,422.214   359,267.502   MT  0.99999530   +0 28 17.2
 TZ5041;UTM  20      - 2,027,568.154   296,391.887   MT  1.00011254   -0 36 21.8
 TZ5041
 TZ5041_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9639127568(NAD 83)
 TZ5041
 TZ5041                          SUPERSEDED SURVEY CONTROL
 TZ5041
 TZ5041  NAD 83(1993)-  18 19 41.33833(N)    064 55 35.86416(W) AD(       ) 3
 TZ5041  LMSL    (07/06/94)    4.7    (m)           15.     (f) VERT ANG       
 TZ5041
 TZ5041.Superseded values are not recommended for survey control.
 TZ5041
 TZ5041.NGS no longer adjusts projects to the PR datum.
 TZ5041.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5041
 TZ5041_MARKER: 11 = PILING
 TZ5041
 TZ5041  HISTORY     - Date     Condition        Report By
 TZ5041  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5041
 TZ5041                          STATION DESCRIPTION
 TZ5041
 TZ5041'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5041'THE STATION IS LOCATED AT ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5041'IN THE SOUTH CENTRAL PART OF THE ISLAND ON THE SOUTHEAST SIDE OF
 TZ5041'CHARLOTTE AMALIE, OFFSHORE SOUTHWEST OF HAVENSIGHT POINT AT A CHARTED
 TZ5041'ROCKPILE KNOWN AS RUPERT ROCK WHICH LIES AT THE EAST EDGE OF ST
 TZ5041'THOMAS ISLAND.  THE OBJECT IS A CONCRETE PILE SET INTO A ROCK AWASH
 TZ5041'NEAR THE WEST EDGE OF THE ROCKPILE.  THE PILE HAS HAZARD DAYBOARDS
 TZ5041'AFFIXED TO ITS NORTH AND SOUTH FACINGS.  THE POINT INTERSECTED WAS
 TZ5041'THE CENTER TOP OF THE PILE WHICH WAS OBSERVED TO HAVE MOUNTING BOLTS
 TZ5041'SET INTO THE CONCRETE WHICH MAY BE INTENDED FOR FUTURE MOUNTING OF A
 TZ5041'LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3603 ***********************************************************************
 DL3603  DESIGNATION -  RYAN
 DL3603  PID         -  DL3603
 DL3603  STATE/COUNTY-  VQ/ST JOHN
 DL3603  COUNTRY     -  US
 DL3603  USGS QUAD   -  CRUZ BAY (2013)
 DL3603
 DL3603                         *CURRENT SURVEY CONTROL
 DL3603  ______________________________________________________________________
 DL3603* NAD 83(1986) POSITION- 18 19 55.1    (N) 064 47 12.9    (W)   HD_HELD2
 DL3603* VIVD09  ORTHO HEIGHT -    69.923 (meters)      229.41  (feet) ADJUSTED
 DL3603  ______________________________________________________________________
 DL3603  GEOID HEIGHT    -        -42.181 (meters)                     GEOID18
 DL3603  VERT ORDER      -  FIRST     CLASS II
 DL3603
 DL3603.The horizontal coordinates were established by autonomous hand held GPS
 DL3603.observations and have an estimated accuracy of +/- 10 meters.
 DL3603
 DL3603.The orthometric height was determined by differential leveling and
 DL3603.adjusted by the NATIONAL GEODETIC SURVEY
 DL3603.in April 2012.
 DL3603
 DL3603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3603.GEOID18 height accuracy estimate available here.
 DL3603
 DL3603.Click photographs - Photos may exist for this station.
 DL3603
 DL3603;                    North         East    Units  Estimated Accuracy
 DL3603;SPC PRVI     -   255,972.      374,031.      MT  (+/- 10 meters HH2 GPS)
 DL3603
 DL3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1116427840(NAD 83)
 DL3603
 DL3603                          SUPERSEDED SURVEY CONTROL
 DL3603
 DL3603.No superseded survey control is available for this station.
 DL3603
 DL3603_MARKER: DV = VERTICAL CONTROL DISK
 DL3603_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL3603_SP_SET: BRIDGE WINGWALL
 DL3603_STAMPING: RYAN 2007
 DL3603_MARK LOGO: NGS
 DL3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3603+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 DL3603
 DL3603  HISTORY     - Date     Condition        Report By
 DL3603  HISTORY     - 20070815 MONUMENTED       NGS
 DL3603  HISTORY     - 20080415 GOOD             NGS
 DL3603
 DL3603                          STATION DESCRIPTION
 DL3603
 DL3603'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (WEL)
 DL3603'THE STATION IS LOCATED ABOUT 0.6 MI (1.0 KM) EAST-NORTHEAST OF CRUZ
 DL3603'BAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DL3603'
 DL3603'TO REACH THE STATION FROM THE POST OFFICE IN CRUZ BAY, GO NORTHWEST
 DL3603'FOR ABOUT 70 M (229.7 FT) ALONG MAIN STREET, THEN TURN RIGHT AND GO
 DL3603'SOUTHWEST FOR 0.2 MI (0.3 KM) ON A STREET TO THE JUNCTION OF HIGHWAY
 DL3603'10.  TURN LEFT AND GO EASTERLY FOR 0.55 MI (0.9 KM) ON HIGHWAY 10 TO A
 DL3603'ROAD LEFT.  TURN LEFT, CROSS A BRIDGE TO THE STATION ON THE RIGHT, AT
 DL3603'THE END OF THE BRIDGE.
 DL3603'
 DL3603'IT IS IN THE TOP OF THE NORTHEAST WING WALL OF THE BRIDGE, 16.3 M
 DL3603'(53.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF  THE HIGHWAY, 15.5 M
 DL3603'(50.9 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE, 15.0 M (49.2 FT)
 DL3603'NORTHEAST FROM A UTILITY POLE WITH A TRANSFORMER, 3.4 M (11.2 FT)
 DL3603'SOUTHEAST FROM THE CENTER OF THE ROAD, 0.3 M (1.0 FT) EAST FROM THE
 DL3603'END OF THE BRIDGE ABUTMENT AND ABOUT LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0558 ***********************************************************************
 TV0558  DESIGNATION -  SABA 1918
 TV0558  PID         -  TV0558
 TV0558  STATE/COUNTY-  VQ/ST THOMAS
 TV0558  COUNTRY     -  US
 TV0558  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0558
 TV0558                         *CURRENT SURVEY CONTROL
 TV0558  ______________________________________________________________________
 TV0558* NAD 83(1997) POSITION- 18 18 16.07644(N) 065 00 06.46314(W)   ADJUSTED
 TV0558* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0558  ______________________________________________________________________
 TV0558  GEOID HEIGHT    -        -42.234 (meters)                     GEOID18
 TV0558  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 TV0558  HORZ ORDER      -  THIRD
 TV0558
 TV0558.The horizontal coordinates were established by classical geodetic methods
 TV0558.and adjusted by the National Geodetic Survey in May 1997.
 TV0558
 TV0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0558
 TV0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0558.GEOID18 height accuracy estimate available here.
 TV0558
 TV0558.Click photographs - Photos may exist for this station.
 TV0558
 TV0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0558
 TV0558. The following values were computed from the NAD 83(1997) position.
 TV0558
 TV0558;                    North         East     Units Scale Factor Converg.
 TV0558;SPC PRVI     -   252,737.092   351,342.358   MT  0.99999471   +0 26 52.5
 TV0558;UTM  20      - 2,025,032.143   288,416.566   MT  1.00015348   -0 37 44.2
 TV0558
 TV0558:                Primary Azimuth Mark                     Grid Az
 TV0558:SPC PRVI     -  BUCK BUCK IS LH                          103 39 55.3
 TV0558:UTM  20      -  BUCK BUCK IS LH                          104 44 32.0
 TV0558
 TV0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8841625032(NAD 83)
 TV0558
 TV0558|---------------------------------------------------------------------|
 TV0558| PID    Reference Object                     Distance      Geod. Az  |
 TV0558|                                                           dddmmss.s |
 TV0558| TV0540 BLACK ON BLACK POINT                APPROX. 4.8 KM 0204005.2 |
 TV0558| TV0538 RED                                 APPROX. 4.1 KM 0492533.7 |
 TV0558| TV0534 FLAT                                APPROX. 4.8 KM 0593139.5 |
 TV0558| TV0527 CHIMNEY                             APPROX. 7.5 KM 0632426.6 |
 TV0558| TV0508 BUCK BUCK IS LH                     APPROX.11.9 KM 1040647.8 |
 TV0558|---------------------------------------------------------------------|
 TV0558
 TV0558                          SUPERSEDED SURVEY CONTROL
 TV0558
 TV0558  NAD 83(1993)-  18 18 16.07478(N)    065 00 06.47390(W) AD(       ) 3
 TV0558  NAD 83(1986)-  18 18 16.04607(N)    065 00 06.43895(W) AD(       ) 3
 TV0558  PR          -  18 18 23.20845(N)    065 00 07.90588(W) AD(       ) 3
 TV0558  LMSL    (07/19/86)   61.5    (m)          202.     (f) VERT ANG       
 TV0558
 TV0558.Superseded values are not recommended for survey control.
 TV0558
 TV0558.NGS no longer adjusts projects to the PR datum.
 TV0558.See file dsdata.pdf to determine how the superseded data were derived.
 TV0558
 TV0558
 TV0558  HISTORY     - Date     Condition        Report By
 TV0558  HISTORY     - 1918     MONUMENTED       CGS
 TV0558  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0558  HISTORY     - 1928     SEE DESCRIPTION  USN
 TV0558  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TV0558  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TV0558  HISTORY     - 1973     GOOD             NGS
 TV0558  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0558
 TV0558                          STATION DESCRIPTION
 TV0558
 TV0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0558'STATION IS A STANDARD BRONZE DISK ON HIGHEST POINT OF SABA
 TV0558'ISLAND.  STATION MARK FOUND ON WESTERNMOST PEAK OF SABA ISLAND,
 TV0558'AND AT SUMMIT OF PEAK.
 TV0558
 TV0558                          STATION RECOVERY (1928)
 TV0558
 TV0558'RECOVERY NOTE BY US NAVY 1928
 TV0558'STATION IS ON THE HIGHEST POINT OF SABA ISLAND, ON THE VERY
 TV0558'EDGE OF A RAPIDLY DISINTEGRATING CLIFF, A STANDARD REFERENCE
 TV0558'MARK WITH ARROW POINTING SOUTHWARD WAS FOUND, CEMENTED IN DRILL
 TV0558'HOLE, IN A FLAT TOPPED ROCK APPROXIMATELY 0.7 METER WIDE AND 1.8
 TV0558'METERS LONG.
 TV0558'
 TV0558'ABOUT 8 FEET S OF THIS REFERENCE MARK THE REMAINS OF A SIGNAL
 TV0558'WERE FOUND.
 TV0558
 TV0558                          STATION RECOVERY (1971)
 TV0558
 TV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 TV0558'THE DESCRIPTION STATES THAT THE STATION IS A STANDARD BRONZE DISK,
 TV0558'HOWEVER NO STANDARD CENTERMARK DISK WAS FOUND AT THE STATION SITE.
 TV0558'ONE STANDARD REFERENCE DISK AND A 1/2 INCH BRASS
 TV0558'PLUG WAS FOUND, THE R. M. ARROW POINTING AS NEARLY AS POSSIBLE TO
 TV0558'BRASS PLUG.
 TV0558'
 TV0558'IT WAS ASSUMED THAT THE BRASS PLUG WAS THE CENTERMARK.  THIS
 TV0558'POSITION WORKED OUT WELL IN DETERMINING A POSITION OF A TARGET
 TV0558'ON SAVANA IS. FOR PHOTOGRAMMETRIC CONTROL.
 TV0558'
 TV0558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SW OF
 TV0558'CHARLOTTE AMALIE.
 TV0558
 TV0558                          STATION RECOVERY (1972)
 TV0558
 TV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0558'ORIGINAL DESCRIPTION NOT ADEQUATE--STATION IS NOW MARKED BY 1/2 INCH
 TV0558'BRASS STEM OF A STANDARD BRASS DISC. TOP OF DISC HAS BEEN DESTROYED.
 TV0558'THIS BRASS STEM IS ALMOST FLUSH WITH TOP OF ROCK INTO WHICH IT IS
 TV0558'CEMENTED.  ROCK IN WHICH STATION IS CEMENTED IS FLAT-TOPPED, AND
 TV0558'HAS REMAINS OF CONCRETE ON IT.  IT IS LOCATED ON HIGHEST POINT OF
 TV0558'SABA ISLAND AT THE WESTERN END.  STANDARD BRASS REFERENCE MARK
 TV0558'POINTING TO STATION WAS FOUND APPROXIMATELY 8 FT. NORTH OF
 TV0558'STATION IN TOP OF FLAT-TOPPED BOULDER APPROXIMATELY 0.7 METERS
 TV0558'WIDE AND 1.8 METERS LONG PROJECTING APPROXIMATELY 1 METER ABOVE
 TV0558'GROUND.  PREVIOUS DESCRIPTION HELPFUL BUT NOT ADEQUATE
 TV0558'OWING TO LOSS OF TOP OF BRASS DISC.  THIS STATION CAN ONLY BE
 TV0558'REACHED BY SKIFF, LANDING IS COMPARATIVELY EASY ON WESTERN SIDE
 TV0558'OF THE ISLAND.  LANDING SHOULD BE MADE AND SKIFF ANCHORED
 TV0558'AWAY FROM BEACH AS SWELL WILL SWAMP SKIFF IF LEFT BEACHED.
 TV0558'SABA IS STEEPLY SLOPING AND EASIEST WALKING IS TO BE FOUND FROM
 TV0558'WESTERN SIDE OF ISLAND.
 TV0558'
 TV0558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 TV0558'SOUTHWEST OF CENTER OF TOWN, CHARLOTTE AMALIE, ST. THOMAS.
 TV0558
 TV0558                          STATION RECOVERY (1973)
 TV0558
 TV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0558'STATION WAS RECOVERED AS DESCRIBED.
 TV0558
 TV0558                          STATION RECOVERY (1975)
 TV0558
 TV0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0558'DESTROYED.  ONLY RM REMAINS.  ORIGINAL DESCRIPTION IS ADEQUATE
 TV0558'FOR FUTURE RECOVERY OF REFERENCE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0443 ***********************************************************************
 TV0443  DESIGNATION -  SAD 1967
 TV0443  PID         -  TV0443
 TV0443  STATE/COUNTY-  VQ/ST JOHN
 TV0443  COUNTRY     -  US
 TV0443  USGS QUAD   -  CORAL BAY (2013)
 TV0443
 TV0443                         *CURRENT SURVEY CONTROL
 TV0443  ______________________________________________________________________
 TV0443* NAD 83(1997) POSITION- 18 18 03.05984(N) 064 42 08.66965(W)   ADJUSTED
 TV0443* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0443  ______________________________________________________________________
 TV0443  GEOID HEIGHT    -        -42.338 (meters)                     GEOID18
 TV0443  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 TV0443  HORZ ORDER      -  THIRD
 TV0443
 TV0443.The horizontal coordinates were established by classical geodetic methods
 TV0443.and adjusted by the National Geodetic Survey in May 1997.
 TV0443
 TV0443.The orthometric height was scaled from a topographic map.
 TV0443
 TV0443.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0443.GEOID18 height accuracy estimate available here.
 TV0443
 TV0443.Click photographs - Photos may exist for this station.
 TV0443
 TV0443.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0443
 TV0443. The following values were computed from the NAD 83(1997) position.
 TV0443
 TV0443;                    North         East     Units Scale Factor Converg.
 TV0443;SPC PRVI     -   252,610.218   382,996.515   MT  0.99999463   +0 32 29.7
 TV0443;UTM  20      - 2,024,310.499   320,065.287   MT  1.00000028   -0 32 05.0
 TV0443
 TV0443:                Primary Azimuth Mark                     Grid Az
 TV0443:SPC PRVI     -  BOOBY 1918                               280 29 31.8
 TV0443:UTM  20      -  BOOBY 1918                               281 34 06.5
 TV0443
 TV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF2006524310(NAD 83)
 TV0443
 TV0443|---------------------------------------------------------------------|
 TV0443| PID    Reference Object                     Distance      Geod. Az  |
 TV0443|                                                           dddmmss.s |
 TV0443| TV0442 RAM                                 220.836 METERS 02838     |
 TV0443| TV0445 BOOBY 1918                          APPROX. 0.8 KM 2810201.5 |
 TV0443|---------------------------------------------------------------------|
 TV0443
 TV0443                          SUPERSEDED SURVEY CONTROL
 TV0443
 TV0443  NAD 83(1993)-  18 18 03.06141(N)    064 42 08.66995(W) AD(       ) 3
 TV0443  NAD 83(1986)-  18 18 03.02640(N)    064 42 08.63665(W) AD(       ) 3
 TV0443  PR          -  18 18 10.18564(N)    064 42 10.14740(W) AD(       ) 3
 TV0443
 TV0443.Superseded values are not recommended for survey control.
 TV0443
 TV0443.NGS no longer adjusts projects to the PR datum.
 TV0443.See file dsdata.pdf to determine how the superseded data were derived.
 TV0443
 TV0443_MARKER: DG = GRAVITY STATION DISK
 TV0443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TV0443+WITH SETTING: INFORMATION.
 TV0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0443
 TV0443  HISTORY     - Date     Condition        Report By
 TV0443  HISTORY     - 1967     MONUMENTED       CGS
 TV0443  HISTORY     - 1973     GOOD             NGS
 TV0443
 TV0443                          STATION DESCRIPTION
 TV0443
 TV0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0443'THE STATION IS ON THE SOUTH SHORE OF ST. JOHN ISLAND, VIRGIN
 TV0443'ISLANDS.  THE STATION IS LOCATED IN THE SADDLE BETWEEN RAM HILL
 TV0443'AND RAM HEAD.  THE STATION IS APPROXIMATELY 50 FEET TOWARDS BOOBY,
 TV0443'1918 FROM SHEAR CLIFF AT TOP OF MARKED SCENIC TRAIL.  THE STATION
 TV0443'IS BEST LOCATED BY LANDING ON BEACH OF COVE INSIDE RAM HEAD AND
 TV0443'FOLLOWING TRAIL TO TOP OF BLUFF.
 TV0443'
 TV0443'THE STATION IS MARKED BY A STANDARD DISK STAMPED SAD 1967 BRAZED TO
 TV0443'A 5/8 INCH COPPER PIPE DRIVEN 4.5 FEET INTO GROUND.
 TV0443
 TV0443                          STATION RECOVERY (1973)
 TV0443
 TV0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0443'THE STATION IS ON THE SOUTH SHORE OF ST. JOHN ISLAND ON THE FLATTEST
 TV0443'GROUND BETWEEN RAM HILL AND RAM HEAD.  IT IS ABOUT 50 FEET WEST OF
 TV0443'A CLIFF THAT DROPS OFF INTO THE SEA.  IT IS BEST REACHED BY A
 TV0443'NATIONAL PARK TRAIL WHICH ASCENDS THE WEST SIDE OF THE POINT.
 TV0443'
 TV0443'THE STATION IS MARKED BY A STANDARD DISK STAMPED SAD 1967.  THE
 TV0443'DISK IS BRAZED TO A 5/8 INCH COPPER PIPE DRIVEN 4.5 FEET INTO THE
 TV0443'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0556 ***********************************************************************
 TV0556  DESIGNATION -  SAIL ROCK
 TV0556  PID         -  TV0556
 TV0556  STATE/COUNTY-  VQ/ST THOMAS
 TV0556  COUNTRY     -  US
 TV0556  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0556
 TV0556                         *CURRENT SURVEY CONTROL
 TV0556  ______________________________________________________________________
 TV0556* NAD 83(1997) POSITION- 18 16 59.76687(N) 065 06 02.76117(W)   ADJUSTED
 TV0556  ______________________________________________________________________
 TV0556  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 TV0556  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 TV0556  HORZ ORDER      -  THIRD
 TV0556
 TV0556.The horizontal coordinates were established by classical geodetic methods
 TV0556.and adjusted by the National Geodetic Survey in May 1997.
 TV0556
 TV0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0556.GEOID18 height accuracy estimate available here.
 TV0556
 TV0556.Click photographs - Photos may exist for this station.
 TV0556
 TV0556.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0556
 TV0556. The following values were computed from the NAD 83(1997) position.
 TV0556
 TV0556;                    North         East     Units Scale Factor Converg.
 TV0556;SPC PRVI     -   250,312.023   340,896.326   MT  0.99999432   +0 25 01.0
 TV0556;UTM  20      - 2,022,803.349   277,924.854   MT  1.00020974   -0 39 33.5
 TV0556
 TV0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF7792422803(NAD 83)
 TV0556
 TV0556                          SUPERSEDED SURVEY CONTROL
 TV0556
 TV0556  NAD 83(1993)-  18 16 59.76703(N)    065 06 02.77482(W) AD(       ) 3
 TV0556  NAD 83(1986)-  18 16 59.74102(N)    065 06 02.74315(W) AD(       ) 3
 TV0556  PR          -  18 17 06.89698(N)    065 06 04.18796(W) AD(       ) 3
 TV0556
 TV0556.Superseded values are not recommended for survey control.
 TV0556
 TV0556.NGS no longer adjusts projects to the PR datum.
 TV0556.See file dsdata.pdf to determine how the superseded data were derived.
 TV0556
 TV0556
 TV0556  HISTORY     - Date     Condition        Report By
 TV0556  HISTORY     - 1900     MONUMENTED       CGS
 TV0556  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TV0556  HISTORY     - 1972     GOOD             NGS
 TV0556
 TV0556                          STATION DESCRIPTION
 TV0556
 TV0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0556'THE SUMMIT OF THE LARGE AND REMARKABLE CRAG WHICH BEARS THE
 TV0556'ABOVE NAME.
 TV0556'
 TV0556'OWING TO THE GREAT DIFFICULTY OF LANDING UPON AND CLIMBING
 TV0556'THIS ROCK, NO SIGNAL WAS PUT UP AND POINTINGS WERE MADE, AS
 TV0556'NEARLY AS POSSIBLE, UPON THE SUMMIT.
 TV0556
 TV0556                          STATION RECOVERY (1914)
 TV0556
 TV0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (GDC)
 TV0556'STATION STILL AVAILABLE.
 TV0556
 TV0556                          STATION RECOVERY (1972)
 TV0556
 TV0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0556'STATION WAS RECOVERED AS DESCRIBED AND USED AS A HYDROGRAPHIC SIGNAL
 TV0556'BY NOAA SHIP WHITING IN 1972.
 TV0556'
 TV0556'NO LANDING WAS ATTEMPTED.
 TV0556'
 TV0556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.4 MILES WEST OF
 TV0556'CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0492 ***********************************************************************
 TV0492  DESIGNATION -  SAINT 1918
 TV0492  PID         -  TV0492
 TV0492  STATE/COUNTY-  VQ/ST THOMAS
 TV0492  COUNTRY     -  US
 TV0492  USGS QUAD   -  CRUZ BAY (2013)
 TV0492
 TV0492                         *CURRENT SURVEY CONTROL
 TV0492  ______________________________________________________________________
 TV0492* NAD 83(1997) POSITION- 18 18 18.44707(N) 064 50 07.98249(W)   ADJUSTED
 TV0492* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0492  ______________________________________________________________________
 TV0492  GEOID HEIGHT    -        -42.210 (meters)                     GEOID18
 TV0492  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 TV0492  HORZ ORDER      -  THIRD
 TV0492
 TV0492.The horizontal coordinates were established by classical geodetic methods
 TV0492.and adjusted by the National Geodetic Survey in May 1997.
 TV0492
 TV0492.The orthometric height was scaled from a topographic map.
 TV0492
 TV0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0492.GEOID18 height accuracy estimate available here.
 TV0492
 TV0492.Click photographs - Photos may exist for this station.
 TV0492
 TV0492.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0492
 TV0492. The following values were computed from the NAD 83(1997) position.
 TV0492
 TV0492;                    North         East     Units Scale Factor Converg.
 TV0492;SPC PRVI     -   252,955.349   368,916.699   MT  0.99999472   +0 29 59.7
 TV0492;UTM  20      - 2,024,920.104   305,993.910   MT  1.00006533   -0 34 36.1
 TV0492
 TV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0599324920(NAD 83)
 TV0492
 TV0492                          SUPERSEDED SURVEY CONTROL
 TV0492
 TV0492  NAD 83(1993)-  18 18 18.44679(N)    064 50 07.98568(W) AD(       ) 3
 TV0492  NAD 83(1986)-  18 18 18.41366(N)    064 50 07.94952(W) AD(       ) 3
 TV0492  PR          -  18 18 25.57722(N)    064 50 09.44585(W) AD(       ) 3
 TV0492
 TV0492.Superseded values are not recommended for survey control.
 TV0492
 TV0492.NGS no longer adjusts projects to the PR datum.
 TV0492.See file dsdata.pdf to determine how the superseded data were derived.
 TV0492
 TV0492_MARKER: Z = SEE DESCRIPTION
 TV0492_SETTING: 0 = UNSPECIFIED SETTING
 TV0492
 TV0492  HISTORY     - Date     Condition        Report By
 TV0492  HISTORY     - 1918     MONUMENTED       CGS
 TV0492  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0492  HISTORY     - 1973     GOOD             NGS
 TV0492
 TV0492                          STATION DESCRIPTION
 TV0492
 TV0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0492'STATION SAINT IS AN INTERSECTION STATION ON THE SW POINT OF
 TV0492'GREAT ST. JAMES ISLAND.  THE POINT IS COMPOSED OF A HIGH BOLD
 TV0492'FLAT-TOPPED ROCK.  FRENCHMANS CAP IS SLIGHTLY TO THE EASTWARD OF
 TV0492'A LINE RUNNING FROM THE STATION TO THE OUTER END OF THE REEF
 TV0492'CALLED THE STRAGGLERS.  THIS REEF IS ABOUT 250 METERS SOUTHWARD
 TV0492'OF THE STATION.
 TV0492'
 TV0492'MARKED BY A STANDARD TRIANGULATION DISK CEMENTED INTO A
 TV0492'DEPRESSION OF THE ROCK.
 TV0492'
 TV0492'BUCK ISLAND LIGHT IS S 63 DEG 43 MIN W (TRUE) AND BENNER IS N
 TV0492'44 DEG 01 MIN 42 SEC W (TRUE).
 TV0492
 TV0492                          STATION RECOVERY (1926)
 TV0492
 TV0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0492'STATION RECOVERED AS DESCRIBED.
 TV0492
 TV0492                          STATION RECOVERY (1973)
 TV0492
 TV0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0492'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0078 ***********************************************************************
 TV0078  DESIGNATION -  SALT
 TV0078  PID         -  TV0078
 TV0078  STATE/COUNTY-  VQ/ST CROIX
 TV0078  COUNTRY     -  US
 TV0078  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0078
 TV0078                         *CURRENT SURVEY CONTROL
 TV0078  ______________________________________________________________________
 TV0078* NAD 83(1997) POSITION- 17 46 52.47580(N) 064 44 55.55996(W)   ADJUSTED
 TV0078* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0078  ______________________________________________________________________
 TV0078  GEOID HEIGHT    -        -41.876 (meters)                     GEOID18
 TV0078  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC18
 TV0078  HORZ ORDER      -  THIRD
 TV0078
 TV0078.The horizontal coordinates were established by classical geodetic methods
 TV0078.and adjusted by the National Geodetic Survey in May 1997.
 TV0078
 TV0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0078
 TV0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0078.GEOID18 height accuracy estimate available here.
 TV0078
 TV0078.Click photographs - Photos may exist for this station.
 TV0078
 TV0078.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0078
 TV0078. The following values were computed from the NAD 83(1997) position.
 TV0078
 TV0078;                    North         East     Units Scale Factor Converg.
 TV0078;SPC PRVI     -   195,056.259   378,624.610   MT  1.00002486   +0 31 37.5
 TV0078;UTM  20      - 1,966,847.557   314,620.478   MT  1.00002490   -0 32 03.1
 TV0078
 TV0078:                Primary Azimuth Mark                     Grid Az
 TV0078:SPC PRVI     -  JUDITH FANCY CHIMNEY                     145 22 19.0
 TV0078:UTM  20      -  JUDITH FANCY CHIMNEY                     146 25 59.6
 TV0078
 TV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1462066847(NAD 83)
 TV0078
 TV0078|---------------------------------------------------------------------|
 TV0078| PID    Reference Object                     Distance      Geod. Az  |
 TV0078|                                                           dddmmss.s |
 TV0078| CE5595 SALT RM 3                                          03517     |
 TV0078| TV0057 COAKLEY BAY MILL                    APPROX.11.7 KM 1020411.9 |
 TV0078| TV0060 GREEN CAY ESTATE MILL               APPROX.10.3 KM 1034753.9 |
 TV0078| TV0064 SHOYS MILL                          APPROX. 7.7 KM 1120406.2 |
 TV0078| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 6.5 KM 1164034.8 |
 TV0078| TV0098 BOUTZBERG MILL                      APPROX. 8.5 KM 1164852.5 |
 TV0078| TV0105 CLOCK STEEPLE                       APPROX. 6.2 KM 1282037.1 |
 TV0078| TV0106 LUTHERAN CHURCH SPIRE               APPROX. 6.2 KM 1320733.1 |
 TV0078| TV0071 CENTRAL FACTORY CHIMNEY             APPROX. 5.0 KM 1335950.8 |
 TV0078| TV0107 EPISCOPAL CHURCH SPIRE              APPROX. 6.1 KM 1342814.5 |
 TV0078| TV0075 JUDITH                              APPROX. 1.7 KM 1404623.8 |
 TV0078| TV0076 JUDITH FANCY CHIMNEY                APPROX. 0.8 KM 1455356.5 |
 TV0078| TV0073 PRINCESS SCHOOLHOUSE                APPROX. 3.3 KM 1470413.7 |
 TV0078| CE5593 SALT RM 1                                          14726     |
 TV0078| TV0074 GREAT PRINCESS CHIMNEY              APPROX. 2.9 KM 1483519.5 |
 TV0078| TV0137 FREDENSBORG MILL                    APPROX. 6.3 KM 2155611.2 |
 TV0078| TV0132 MIDLAND CHURCH STEEPLE              APPROX. 5.1 KM 2194749.6 |
 TV0078| CE5594 SALT RM 2                                          30805     |
 TV0078|---------------------------------------------------------------------|
 TV0078
 TV0078                          SUPERSEDED SURVEY CONTROL
 TV0078
 TV0078  NAD 83(1993)-  17 46 52.47417(N)    064 44 55.56980(W) AD(       ) 3
 TV0078  NAD 83(1986)-  17 46 52.46045(N)    064 44 55.54700(W) AD(       ) 3
 TV0078  PR          -  17 46 59.56186(N)    064 44 57.02580(W) AD(       ) 3
 TV0078  LMSL    (07/19/86)   36.9    (m)          121.     (f) VERT ANG       
 TV0078
 TV0078.Superseded values are not recommended for survey control.
 TV0078
 TV0078.NGS no longer adjusts projects to the PR datum.
 TV0078.See file dsdata.pdf to determine how the superseded data were derived.
 TV0078
 TV0078_MARKER: Z = SEE DESCRIPTION
 TV0078_SETTING: 0 = UNSPECIFIED SETTING
 TV0078
 TV0078  HISTORY     - Date     Condition        Report By
 TV0078  HISTORY     - 1919     MONUMENTED       CGS
 TV0078  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0078  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TV0078
 TV0078                          STATION DESCRIPTION
 TV0078
 TV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0078'STATION IS ON THE TOP OF A GRASSY HILL AT SALT RIVER POINT.  THIS
 TV0078'POINT FORMS THE EASTERN ENTRANCE TO SALT RIVER.  IT IS JUST
 TV0078'INSHORE OF WHITE HORSE ROCKS.  MARKED BY A STANDARD BRASS DISK
 TV0078'CEMENTED IN DEPRESSION OF ROCK OUTCROPPING 1-FOOT ON W END OF
 TV0078'HILLTOP.
 TV0078'
 TV0078'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN DRILL
 TV0078'HOLE IN ROCK ON THE E SIDE OF THE SLOPE LEADING TO THE
 TV0078'STATION.  SLOPE DISTANCE FROM STATION IS 5.08 METERS.
 TV0078'
 TV0078'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK CEMENTED IN A
 TV0078'DRILL HOLE IN ROCK ON NW SLOPE OF HILLTOP.  IT IS ABOUT 10 FEET
 TV0078'BELOW STATION.  SLOPE DISTANCE FROM THE STATION IS 9.25 METERS.
 TV0078'
 TV0078'REFERENCE MARK NO.3 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 TV0078'IN ROCK ON NE EDGE OF HILLTOP.  SLOPE DISTANCE FROM THE STATION
 TV0078'IS 3.32 METERS.
 TV0078'
 TV0078'TOP OF POLE - 3.98 METERS.
 TV0078
 TV0078                          STATION RECOVERY (1925)
 TV0078
 TV0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0078'STATION WAS NOT VISITED.  USED IN OFF-SHORE WORK.
 TV0078
 TV0078                          STATION RECOVERY (1953)
 TV0078
 TV0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TV0078'STATION WAS PROBABLY DESTROYED.
 TV0078'
 TV0078'THE TOP OF THE HILL HAS BEEN GRADED OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0566 ***********************************************************************
 TV0566  DESIGNATION -  SALT 1918
 TV0566  PID         -  TV0566
 TV0566  STATE/COUNTY-  VQ/ST THOMAS
 TV0566  COUNTRY     -  US
 TV0566  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0566
 TV0566                         *CURRENT SURVEY CONTROL
 TV0566  ______________________________________________________________________
 TV0566* NAD 83(1997) POSITION- 18 21 51.17453(N) 065 03 05.38913(W)   ADJUSTED
 TV0566* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0566  ______________________________________________________________________
 TV0566  GEOID HEIGHT    -        -42.313 (meters)                     GEOID18
 TV0566  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 TV0566  HORZ ORDER      -  THIRD
 TV0566
 TV0566.The horizontal coordinates were established by classical geodetic methods
 TV0566.and adjusted by the National Geodetic Survey in May 1997.
 TV0566
 TV0566.The orthometric height was scaled from a topographic map.
 TV0566
 TV0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0566.GEOID18 height accuracy estimate available here.
 TV0566
 TV0566.Click photographs - Photos may exist for this station.
 TV0566
 TV0566.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0566
 TV0566. The following values were computed from the NAD 83(1997) position.
 TV0566
 TV0566;                    North         East     Units Scale Factor Converg.
 TV0566;SPC PRVI     -   259,309.835   346,038.090   MT  0.99999654   +0 25 56.5
 TV0566;UTM  20      - 2,031,704.649   283,235.991   MT  1.00018091   -0 38 47.7
 TV0566
 TV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8323531704(NAD 83)
 TV0566
 TV0566                          SUPERSEDED SURVEY CONTROL
 TV0566
 TV0566  NAD 83(1993)-  18 21 51.17511(N)    065 03 05.40252(W) AD(       ) 3
 TV0566  NAD 83(1986)-  18 21 51.14994(N)    065 03 05.36649(W) AD(       ) 3
 TV0566  PR          -  18 21 58.31064(N)    065 03 06.82220(W) AD(       ) 3
 TV0566
 TV0566.Superseded values are not recommended for survey control.
 TV0566
 TV0566.NGS no longer adjusts projects to the PR datum.
 TV0566.See file dsdata.pdf to determine how the superseded data were derived.
 TV0566
 TV0566_MARKER: Z = SEE DESCRIPTION
 TV0566_SETTING: 0 = UNSPECIFIED SETTING
 TV0566
 TV0566  HISTORY     - Date     Condition        Report By
 TV0566  HISTORY     - 1918     MONUMENTED       CGS
 TV0566  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0566  HISTORY     - 1954     SEE DESCRIPTION  USGS
 TV0566
 TV0566                          STATION DESCRIPTION
 TV0566
 TV0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0566'STATION IS SITUATED ON THE NW CORNER OF SALT CAY.  IT IS ON THE
 TV0566'TOP OF A PROMINENT ROCK, WHICH IS NOT DETACHED FROM THE ISLAND.
 TV0566'
 TV0566'STATION IS MARKED BY A REGULATION BRASS DISK (HYDROGRAPHIC)
 TV0566'CEMENTED INTO A CREVICE.
 TV0566
 TV0566                          STATION RECOVERY (1923)
 TV0566
 TV0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0566'DIFFICULT LANDING TO STATION PRECLUDED RECOVERY, ALTHOUGH
 TV0566'THIS STATION WAS USED IN INSHORE HYDROGRAPHY ONCE OR TWICE.
 TV0566
 TV0566                          STATION RECOVERY (1954)
 TV0566
 TV0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TV0566'STATION WAS NOT FOUND.
 TV0566'
 TV0566'DESCRIPTION IS NOT VERY GOOD, ALL LIKELY ROCKS ON THE TWO
 TV0566'POINTS INVESTIGATED.  THERE IS ONE DETACHED ROCK THAT MIGHT
 TV0566'HOLD THIS MARK BUT WOULD TAKE A LADDER TO GET ON IT.  IT IS
 TV0566'SURROUNDED BY WATER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0081 ***********************************************************************
 TV0081  DESIGNATION -  SALT 2
 TV0081  PID         -  TV0081
 TV0081  STATE/COUNTY-  VQ/ST CROIX
 TV0081  COUNTRY     -  US
 TV0081  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0081
 TV0081                         *CURRENT SURVEY CONTROL
 TV0081  ______________________________________________________________________
 TV0081* NAD 83(1997) POSITION- 17 46 55.54139(N) 064 44 54.51355(W)   ADJUSTED
 TV0081* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0081  ______________________________________________________________________
 TV0081  GEOID HEIGHT    -        -41.889 (meters)                     GEOID18
 TV0081  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 TV0081  HORZ ORDER      -  THIRD
 TV0081
 TV0081.The horizontal coordinates were established by classical geodetic methods
 TV0081.and adjusted by the National Geodetic Survey in May 1997.
 TV0081
 TV0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0081
 TV0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0081.GEOID18 height accuracy estimate available here.
 TV0081
 TV0081.Click photographs - Photos may exist for this station.
 TV0081
 TV0081.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0081
 TV0081. The following values were computed from the NAD 83(1997) position.
 TV0081
 TV0081;                    North         East     Units Scale Factor Converg.
 TV0081;SPC PRVI     -   195,150.789   378,654.563   MT  1.00002475   +0 31 37.8
 TV0081;UTM  20      - 1,966,941.516   314,652.177   MT  1.00002475   -0 32 02.9
 TV0081
 TV0081:                Primary Azimuth Mark                     Grid Az
 TV0081:SPC PRVI     -  CHRISTIANSTED RANGE LT                   117 01 19.5
 TV0081:UTM  20      -  CHRISTIANSTED RANGE LT                   118 05 00.2
 TV0081
 TV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1465266941(NAD 83)
 TV0081
 TV0081|---------------------------------------------------------------------|
 TV0081| PID    Reference Object                     Distance      Geod. Az  |
 TV0081|                                                           dddmmss.s |
 TV0081| TV0051 BUCK ISLAND LT                      APPROX.13.7 KM 0874512.7 |
 TV0081| TV0082 CHRISTIANSTED RANGE LT              APPROX. 6.5 KM 1173257.3 |
 TV0081| TV0079 CHRISTIANSTED RAD MAST              APPROX. 6.6 KM 1174035.2 |
 TV0081|---------------------------------------------------------------------|
 TV0081
 TV0081                          SUPERSEDED SURVEY CONTROL
 TV0081
 TV0081  NAD 83(1993)-  17 46 55.53974(N)    064 44 54.52351(W) AD(       ) 3
 TV0081  NAD 83(1986)-  17 46 55.51169(N)    064 44 54.50106(W) AD(       ) 3
 TV0081  PR          -  17 47 02.61725(N)    064 44 55.98880(W) AD(       ) 3
 TV0081  LMSL    (07/19/86)   26.4    (m)           87.     (f) VERT ANG       
 TV0081
 TV0081.Superseded values are not recommended for survey control.
 TV0081
 TV0081.NGS no longer adjusts projects to the PR datum.
 TV0081.See file dsdata.pdf to determine how the superseded data were derived.
 TV0081
 TV0081_MARKER: DD = SURVEY DISK
 TV0081_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV0081_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TV0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV0081
 TV0081  HISTORY     - Date     Condition        Report By
 TV0081  HISTORY     - 1980     MONUMENTED       NOS
 TV0081  HISTORY     - 1982     GOOD             NOS
 TV0081
 TV0081                          STATION DESCRIPTION
 TV0081
 TV0081'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0081'THE STATION IS LOCATED ON SALT POINT, JUST SOUTH OF SALT RIVER
 TV0081'BAY.
 TV0081'
 TV0081'TO REACH FROM FORT CHRISTIANSVAERN, IN CHRISTIANSTED GO
 TV0081'SOUTHWEST ON ONE WAY STREET FOR 0.6 KM (0.35 MI) TO A CROSS STREET
 TV0081'TURN RIGHT AND GO ONE BLOCK TO A CROSSSTREET, TURN LEFT AND GO
 TV0081'SOUTHWEST THEN WEST FOR 0.6 KM (0.35 MI) TO A CROSSROAD.
 TV0081'AT STOPLIGHT.  GO STRAIGHT, WESTERLY, FOR 1.0 KM (0.6 MI)
 TV0081'TO A SIDEROAD RIGHT AT STOPLIGHT, TURN RIGHT AND GO NORTH FOR 2.7
 TV0081'KM (1.7 MI) TO A SIDEROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 1.9
 TV0081'KM (1.2 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.2 KM
 TV0081'(0.1 MI) TO A CROSSROAD,  TURN LEFT AND GO NORTH ON MAIN ROAD
 TV0081'FOR 0.6 KM (0.4 MI) TO A ROCK AND GRAVEL BARACADE ACROSS
 TV0081'ROAD AND STATION ON PLATEAU ABOVE AND ON THE LEFT.  THE PROPERTY
 TV0081'OWNER OF HOUSE ON RIGHT JUST BEFORE REACHING STATION WAS PRETTY
 TV0081'EMPHATIC ABOUT NOT CROSSING THE BARACADE WITH A VEHICLE.
 TV0081'
 TV0081'THE STATION IS A STANDARD NOS DISK STAMPED---SALT 2 1980---,
 TV0081'CEMENTED IN AN IRREGULAR MASS OF CONCRETE, FLUSH.
 TV0081'IT IS LOCATED,
 TV0081'2.9 METERS (9.5 FT) SOUTH FROM THE NORTH EDGE OF PLATEAU,
 TV0081'5.7 METERS (18.6 FT) WEST FROM THE EAST EDGE OF PLATEAU AND
 TV0081'4.7 METERS (15.4 FT) EAST FROM THE WEST EDGE OF PLATEAU.
 TV0081'
 TV0081'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 TV0081
 TV0081                          STATION RECOVERY (1982)
 TV0081
 TV0081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0081'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1508 ***********************************************************************
 TV1508  DESIGNATION -  SALT BAY
 TV1508  PID         -  TV1508
 TV1508  STATE/COUNTY-  VQ/ST CROIX
 TV1508  COUNTRY     -  US
 TV1508  USGS QUAD   -  BARON BLUFF (2013)
 TV1508
 TV1508                         *CURRENT SURVEY CONTROL
 TV1508  ______________________________________________________________________
 TV1508* NAD 83(1997) POSITION- 17 46 41.44018(N) 064 45 13.64597(W)   ADJUSTED
 TV1508* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1508  ______________________________________________________________________
 TV1508  GEOID HEIGHT    -        -41.847 (meters)                     GEOID18
 TV1508  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 TV1508  HORZ ORDER      -  THIRD
 TV1508
 TV1508.The horizontal coordinates were established by classical geodetic methods
 TV1508.and adjusted by the National Geodetic Survey in May 1997.
 TV1508
 TV1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1508
 TV1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1508.GEOID18 height accuracy estimate available here.
 TV1508
 TV1508.Click photographs - Photos may exist for this station.
 TV1508
 TV1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1508
 TV1508. The following values were computed from the NAD 83(1997) position.
 TV1508
 TV1508;                    North         East     Units Scale Factor Converg.
 TV1508;SPC PRVI     -   194,712.094   378,095.024   MT  1.00002529   +0 31 31.8
 TV1508;UTM  20      - 1,966,513.259   314,084.608   MT  1.00002736   -0 32 08.3
 TV1508
 TV1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1408466513(NAD 83)
 TV1508
 TV1508                          SUPERSEDED SURVEY CONTROL
 TV1508
 TV1508  NAD 83(1993)-  17 46 41.43857(N)    064 45 13.65597(W) AD(       ) 3
 TV1508  NAD 83(1986)-  17 46 41.41104(N)    064 45 13.63379(W) AD(       ) 3
 TV1508  LMSL    (05/31/90)   -0.1    (m)           -0.     (f) VERT ANG       
 TV1508
 TV1508.Superseded values are not recommended for survey control.
 TV1508
 TV1508.NGS no longer adjusts projects to the PR datum.
 TV1508.See file dsdata.pdf to determine how the superseded data were derived.
 TV1508
 TV1508_MARKER: DD = SURVEY DISK
 TV1508_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TV1508_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TV1508_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV1508
 TV1508  HISTORY     - Date     Condition        Report By
 TV1508  HISTORY     - 1982     MONUMENTED       NOS
 TV1508
 TV1508                          STATION DESCRIPTION
 TV1508
 TV1508'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1508'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF CHRISTIANSTED ON
 TV1508'THE EAST SIDE OF SALT RIVER BAY.
 TV1508'TO REACH FROM END OF ROAD ON SALT POINT AT STATION SALT 2
 TV1508'GO SOUTHEAST ON PAVED ROAD FOR 0.3 KM (0.2 MI) TO A SIDE ROAD
 TV1508'RIGHT,GRAPETREE RD., TURN RIGHT AND GO WEST FOR 0.4 KM (0.25 MI)
 TV1508'TO A SIDE ROAD LEFT . KEEP RIGHT AND GO NORTHERLY FOR 0.2 KM
 TV1508'(0.1 MI) TO A SIDE ROAD LEFT KEEP RIGHT NORTHWEST FOR 0.3 KM (0.2
 TV1508'MI) TO WHERE THE ROAD IS NEXT TO SHORELINE AND TURNS TO THE SOUTH.
 TV1508'GO SOUTH FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT TURN RIGHT
 TV1508'AND GO WEST ALONG SHORE FOR 0.2 KM (0.1 MI) TO END OF ROAD AND
 TV1508'STATION TO SOUTHWEST.
 TV1508'
 TV1508'THE STATION IS A NOS BRASS DISK STAMPED---SALT BAY 1982---,
 TV1508'CEMENTED IN AN IRREGULAR MASS OF CONCRETE 3 INCHES BELOW GROUND
 TV1508'SURFACE.
 TV1508'
 TV1508'IT IS LOCATED,
 TV1508'5.5 METERS (18.0 FT) EAST FROM WEST EDGE OF FILL ON LEVEL GROUND
 TV1508'NEAR WATER EDGE,
 TV1508'4.9 METERS (16.0 FT) NORTH FRON SOUTH EDGE OF FILL ON LEVEL
 TV1508'GROUND NEAR WATER EDGE.
 TV1508'
 TV1508'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1508'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0555 ***********************************************************************
 TV0555  DESIGNATION -  SAVANA 1900
 TV0555  PID         -  TV0555
 TV0555  STATE/COUNTY-  VQ/ST THOMAS
 TV0555  COUNTRY     -  US
 TV0555  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0555
 TV0555                         *CURRENT SURVEY CONTROL
 TV0555  ______________________________________________________________________
 TV0555* NAD 83(1997) POSITION- 18 20 14.65971(N) 065 04 59.06567(W)   ADJUSTED
 TV0555* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0555  ______________________________________________________________________
 TV0555  GEOID HEIGHT    -        -42.242 (meters)                     GEOID18
 TV0555  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 TV0555  HORZ ORDER      -  THIRD
 TV0555
 TV0555.The horizontal coordinates were established by classical geodetic methods
 TV0555.and adjusted by the National Geodetic Survey in May 1997.
 TV0555
 TV0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0555
 TV0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0555.GEOID18 height accuracy estimate available here.
 TV0555
 TV0555.Click photographs - Photos may exist for this station.
 TV0555
 TV0555.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0555
 TV0555. The following values were computed from the NAD 83(1997) position.
 TV0555
 TV0555;                    North         East     Units Scale Factor Converg.
 TV0555;SPC PRVI     -   256,317.619   342,722.865   MT  0.99999558   +0 25 20.9
 TV0555;UTM  20      - 2,028,774.798   279,864.378   MT  1.00019913   -0 39 20.3
 TV0555
 TV0555:                Primary Azimuth Mark                     Grid Az
 TV0555:SPC PRVI     -  SABA 1918                                112 33 28.4
 TV0555:UTM  20      -  SABA 1918                                113 38 09.6
 TV0555
 TV0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF7986428774(NAD 83)
 TV0555
 TV0555|---------------------------------------------------------------------|
 TV0555| PID    Reference Object                     Distance      Geod. Az  |
 TV0555|                                                           dddmmss.s |
 TV0555| TV0563 POINT 1918                          APPROX. 5.8 KM 0641738.4 |
 TV0555| TV0538 RED                                 APPROX.11.7 KM 0945445.1 |
 TV0555| TV0558 SABA 1918                           APPROX. 9.3 KM 1125849.3 |
 TV0555|---------------------------------------------------------------------|
 TV0555
 TV0555                          SUPERSEDED SURVEY CONTROL
 TV0555
 TV0555  NAD 83(1993)-  18 20 14.65895(N)    065 04 59.07998(W) AD(       ) 3
 TV0555  NAD 83(1986)-  18 20 14.63448(N)    065 04 59.04636(W) AD(       ) 3
 TV0555  PR          -  18 20 21.79659(N)    065 05 00.49367(W) AD(       ) 3
 TV0555  LMSL    (07/19/86)   82.2    (m)          270.     (f) VERT ANG       
 TV0555
 TV0555.Superseded values are not recommended for survey control.
 TV0555
 TV0555.NGS no longer adjusts projects to the PR datum.
 TV0555.See file dsdata.pdf to determine how the superseded data were derived.
 TV0555
 TV0555
 TV0555  HISTORY     - Date     Condition        Report By
 TV0555  HISTORY     - 1900     MONUMENTED       CGS
 TV0555  HISTORY     - 1967     GOOD             CGS
 TV0555
 TV0555                          STATION DESCRIPTION
 TV0555
 TV0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WCH)
 TV0555'STATION IS ON THE HIGHEST PEAK, NEAR THE SOUTHWESTERN END OF
 TV0555'THE DANISH ISLAND OF THAT NAME.  THE ISLAND IS DENSELY COVERED
 TV0555'WITH A SCRUBBY GROWTH.
 TV0555'
 TV0555'A PATHWAY WAS CUT FROM A COVE ON THE S SIDE, BUT THE LANDING WAS
 TV0555'GENERALLY VERY BAD.
 TV0555'
 TV0555'MARKED BY A 2-INCH IRON PIPE SET IN A BED OF CONCRETE, TOPPED
 TV0555'OFF WITH PURE CEMENT.  ABOUT 3 INCHES OF THE PIPE PROJECTS ABOVE
 TV0555'THE CEMENT.
 TV0555'
 TV0555'QUADRUPED SIGNAL, 30-FOOT LEGS.
 TV0555
 TV0555                          STATION RECOVERY (1967)
 TV0555
 TV0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0555'THE STATION WAS RECOVERED AS DESCRIBED AND WAS IN GOOD CONDITION.
 TV0555'
 TV0555'PEAK IS COVERED WITH VERY DENSE BRUSH.  EASIEST ACCESS IS FROM
 TV0555'COVE ON SOUTH SIDE.  PATHWAY GOES UP SOUTH SIDE OF PEAK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0059 ***********************************************************************
 TV0059  DESIGNATION -  SCHOOL HOUSE
 TV0059  PID         -  TV0059
 TV0059  STATE/COUNTY-  VQ/ST CROIX
 TV0059  COUNTRY     -  US
 TV0059  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0059
 TV0059                         *CURRENT SURVEY CONTROL
 TV0059  ______________________________________________________________________
 TV0059* NAD 83(1997) POSITION- 17 45 15.76117(N) 064 38 57.63739(W)   ADJUSTED
 TV0059  ______________________________________________________________________
 TV0059  GEOID HEIGHT    -        -41.267 (meters)                     GEOID18
 TV0059  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 TV0059  HORZ ORDER      -  THIRD
 TV0059
 TV0059.The horizontal coordinates were established by classical geodetic methods
 TV0059.and adjusted by the National Geodetic Survey in May 1997.
 TV0059
 TV0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0059.GEOID18 height accuracy estimate available here.
 TV0059
 TV0059.Click photographs - Photos may exist for this station.
 TV0059
 TV0059.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0059
 TV0059. The following values were computed from the NAD 83(1997) position.
 TV0059
 TV0059;                    North         East     Units Scale Factor Converg.
 TV0059;SPC PRVI     -   192,182.788   389,195.658   MT  1.00002865   +0 33 29.5
 TV0059;UTM  20      - 1,963,778.866   325,136.224   MT  0.99997806   -0 30 11.1
 TV0059
 TV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2513663778(NAD 83)
 TV0059
 TV0059                          SUPERSEDED SURVEY CONTROL
 TV0059
 TV0059  NAD 83(1993)-  17 45 15.75940(N)    064 38 57.64741(W) AD(       ) 3
 TV0059  NAD 83(1986)-  17 45 15.74569(N)    064 38 57.62347(W) AD(       ) 3
 TV0059  PR          -  17 45 22.84014(N)    064 38 59.11126(W) AD(       ) 3
 TV0059
 TV0059.Superseded values are not recommended for survey control.
 TV0059
 TV0059.NGS no longer adjusts projects to the PR datum.
 TV0059.See file dsdata.pdf to determine how the superseded data were derived.
 TV0059
 TV0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0059
 TV0059  HISTORY     - Date     Condition        Report By
 TV0059  HISTORY     - 1918     MONUMENTED       CGS
 TV0059  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0059  HISTORY     - 1980     GOOD             NOS
 TV0059
 TV0059                          STATION DESCRIPTION
 TV0059
 TV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0059'STATION IS IN PLACE.
 TV0059
 TV0059                          STATION RECOVERY (1980)
 TV0059
 TV0059'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0059'THE STATION WAS RECOVERED.  THE OLD SCHOOL HOUSE IS STILL THERE
 TV0059'BUT NO DEFINITE CENTER COULD BE DETERMINED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0200 ***********************************************************************
 TV0200  DESIGNATION -  SCRATCH
 TV0200  PID         -  TV0200
 TV0200  STATE/COUNTY-  VQ/ST CROIX
 TV0200  COUNTRY     -  US
 TV0200  USGS QUAD   -  BARON BLUFF (2013)
 TV0200
 TV0200                         *CURRENT SURVEY CONTROL
 TV0200  ______________________________________________________________________
 TV0200* NAD 83(1997) POSITION- 17 45 50.07222(N) 064 51 58.92048(W)   ADJUSTED
 TV0200* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0200  ______________________________________________________________________
 TV0200  GEOID HEIGHT    -        -42.249 (meters)                     GEOID18
 TV0200  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 TV0200  HORZ ORDER      -  THIRD
 TV0200
 TV0200.The horizontal coordinates were established by classical geodetic methods
 TV0200.and adjusted by the National Geodetic Survey in May 1997.
 TV0200
 TV0200.The orthometric height was scaled from a topographic map.
 TV0200
 TV0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0200.GEOID18 height accuracy estimate available here.
 TV0200
 TV0200.Click photographs - Photos may exist for this station.
 TV0200
 TV0200.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0200
 TV0200. The following values were computed from the NAD 83(1997) position.
 TV0200
 TV0200;                    North         East     Units Scale Factor Converg.
 TV0200;SPC PRVI     -   193,027.044   366,171.501   MT  1.00002728   +0 29 25.0
 TV0200;UTM  20      - 1,965,049.143   302,131.592   MT  1.00008408   -0 34 10.6
 TV0200
 TV0200:                Primary Azimuth Mark                     Grid Az
 TV0200:SPC PRVI     -  HAM BLUFF LH                             319 56 50.6
 TV0200:UTM  20      -  HAM BLUFF LH                             321 00 26.2
 TV0200
 TV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0213165049(NAD 83)
 TV0200
 TV0200|---------------------------------------------------------------------|
 TV0200| PID    Reference Object                     Distance      Geod. Az  |
 TV0200|                                                           dddmmss.s |
 TV0200| TV0199 CALEDONIA                           319.287 METERS 10839     |
 TV0200| CE5610 SCRATCH RM 2                                       14739     |
 TV0200| TV0203 HORSE                               APPROX. 0.6 KM 2753839.9 |
 TV0200| CE5609 SCRATCH RM 1                                       28202     |
 TV0200| TV0202 HAM BLUFF LH                        APPROX. 0.8 KM 3202615.6 |
 TV0200|---------------------------------------------------------------------|
 TV0200
 TV0200                          SUPERSEDED SURVEY CONTROL
 TV0200
 TV0200  NAD 83(1993)-  17 45 50.07036(N)    064 51 58.92969(W) AD(       ) 3
 TV0200  NAD 83(1986)-  17 45 50.05460(N)    064 51 58.91098(W) AD(       ) 3
 TV0200  PR          -  17 45 57.15264(N)    064 52 00.38404(W) AD(       ) 3
 TV0200
 TV0200.Superseded values are not recommended for survey control.
 TV0200
 TV0200.NGS no longer adjusts projects to the PR datum.
 TV0200.See file dsdata.pdf to determine how the superseded data were derived.
 TV0200
 TV0200_MARKER: Z = SEE DESCRIPTION
 TV0200_SETTING: 0 = UNSPECIFIED SETTING
 TV0200
 TV0200  HISTORY     - Date     Condition        Report By
 TV0200  HISTORY     - 1919     MONUMENTED       CGS
 TV0200
 TV0200                          STATION DESCRIPTION
 TV0200
 TV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0200'ON FIRST PEAK W OF TRIANGULATION STATION CALEDONIA AND ON THE
 TV0200'SAME RIDGE.  IT IS NOT A PEAK BUT JUST A LEVEL STRETCH OF THE
 TV0200'RIDGE.  PUNCH MILL IS OPEN ABOUT 8 METERS TO THE E OF MT. VICTORY
 TV0200'MILL.  STATION IS 3 METERS N OF CENTER OF RIDGE.  MARKED BY A
 TV0200'STANDARD BRASS DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF
 TV0200'THE TOP OF A 0.3-METER DIAMETER ROCK.
 TV0200'
 TV0200'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0200'IN DRILL HOLE IN A 1 BY 0.6-METER BOULDER.  THIS BOULDER IS ONE
 TV0200'OF THREE OF ITS KIND FORMING A GROUP ON THE N BREAK OF THE
 TV0200'HILL.
 TV0200'
 TV0200'REFERENCE MARK NO.2 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0200'IN A DRILL HOLE OF A FLAT ROCK FORMING THE EASTERN END OF A
 TV0200'LEDGE 2 METERS LONG AND 0.4 METER WIDE OUTCROPPING 0.1 METER IN
 TV0200'CENTER OF THE RIDGE
 TV0200'
 TV0200'TOP OF POLE - 3.03 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0069 ***********************************************************************
 TV0069  DESIGNATION -  SEE
 TV0069  PID         -  TV0069
 TV0069  STATE/COUNTY-  VQ/ST CROIX
 TV0069  COUNTRY     -  US
 TV0069  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0069
 TV0069                         *CURRENT SURVEY CONTROL
 TV0069  ______________________________________________________________________
 TV0069* NAD 83(1997) POSITION- 17 45 26.54779(N) 064 42 00.96206(W)   ADJUSTED
 TV0069* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0069  ______________________________________________________________________
 TV0069  GEOID HEIGHT    -        -41.401 (meters)                     GEOID18
 TV0069  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 TV0069  HORZ ORDER      -  THIRD
 TV0069
 TV0069.The horizontal coordinates were established by classical geodetic methods
 TV0069.and adjusted by the National Geodetic Survey in May 1997.
 TV0069
 TV0069.The orthometric height was scaled from a topographic map.
 TV0069
 TV0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0069.GEOID18 height accuracy estimate available here.
 TV0069
 TV0069.Click photographs - Photos may exist for this station.
 TV0069
 TV0069.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0069
 TV0069. The following values were computed from the NAD 83(1997) position.
 TV0069
 TV0069;                    North         East     Units Scale Factor Converg.
 TV0069;SPC PRVI     -   192,462.542   383,792.142   MT  1.00002821   +0 32 32.1
 TV0069;UTM  20      - 1,964,158.623   319,739.024   MT  1.00000176   -0 31 07.3
 TV0069
 TV0069:                Primary Azimuth Mark                     Grid Az
 TV0069:SPC PRVI     -  MT WELCOME MILL                          155 47 32.6
 TV0069:UTM  20      -  MT WELCOME MILL                          156 51 12.0
 TV0069
 TV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1973964158(NAD 83)
 TV0069
 TV0069|---------------------------------------------------------------------|
 TV0069| PID    Reference Object                     Distance      Geod. Az  |
 TV0069|                                                           dddmmss.s |
 TV0069| TV0064 SHOYS MILL                          APPROX. 2.0 KM 0972500.5 |
 TV0069| TV0101 MT WELCOME MILL                     APPROX. 1.2 KM 1562004.7 |
 TV0069| TV0110 ORANGE GROVE MILL                   APPROX. 2.3 KM 2342145.0 |
 TV0069|---------------------------------------------------------------------|
 TV0069
 TV0069                          SUPERSEDED SURVEY CONTROL
 TV0069
 TV0069  NAD 83(1993)-  17 45 26.54611(N)    064 42 00.97202(W) AD(       ) 3
 TV0069  NAD 83(1986)-  17 45 26.53147(N)    064 42 00.94468(W) AD(       ) 3
 TV0069  PR          -  17 45 33.63080(N)    064 42 02.43053(W) AD(       ) 3
 TV0069
 TV0069.Superseded values are not recommended for survey control.
 TV0069
 TV0069.NGS no longer adjusts projects to the PR datum.
 TV0069.See file dsdata.pdf to determine how the superseded data were derived.
 TV0069
 TV0069
 TV0069  HISTORY     - Date     Condition        Report By
 TV0069  HISTORY     - 1924     MONUMENTED       CGS
 TV0069  HISTORY     - 19950427 POOR             USPSQD
 TV0069
 TV0069                          STATION DESCRIPTION
 TV0069
 TV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0069'STATION IS DESCRIBED IN BUOY LIST, 1925, U.S. LIGHTHOUSE SERVICE.
 TV0069'PAGE 19.  MAIN CHANNEL CHRISTIANSTED GREAT MIDDLE GROUND FRONT
 TV0069'BEACON, ON AXIS OF CHANNEL BETWEEN GREAT MIDDLE GROUND AND
 TV0069'ROUND REEF.
 TV0069'
 TV0069'STRUCTURE IS LOCATED ON LONG REEF AND IS 14 FEET HIGH CONSISTING
 TV0069'OF TWO WHITE TRIANGULAR DAYMARKS, APEX TO APEX ON PYRAMIDAL
 TV0069'CONCRETE BASE.
 TV0069'
 TV0069'STATION IS APPROXIMATELY 1/2 MILE NORTHWESTWARD OF FORT LOUISA.
 TV0069
 TV0069                          STATION RECOVERY (1995)
 TV0069
 TV0069'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0069'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0090 ***********************************************************************
 TV0090  DESIGNATION -  SEVEN 1919
 TV0090  PID         -  TV0090
 TV0090  STATE/COUNTY-  VQ/ST CROIX
 TV0090  COUNTRY     -  US
 TV0090  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0090
 TV0090                         *CURRENT SURVEY CONTROL
 TV0090  ______________________________________________________________________
 TV0090* NAD 83(1997) POSITION- 17 44 33.14398(N) 064 38 27.36556(W)   ADJUSTED
 TV0090* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0090  ______________________________________________________________________
 TV0090  GEOID HEIGHT    -        -41.203 (meters)                     GEOID18
 TV0090  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 TV0090  HORZ ORDER      -  THIRD
 TV0090
 TV0090.The horizontal coordinates were established by classical geodetic methods
 TV0090.and adjusted by the National Geodetic Survey in May 1997.
 TV0090
 TV0090.The orthometric height was scaled from a topographic map.
 TV0090
 TV0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0090.GEOID18 height accuracy estimate available here.
 TV0090
 TV0090.Click photographs - Photos may exist for this station.
 TV0090
 TV0090.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0090
 TV0090. The following values were computed from the NAD 83(1997) position.
 TV0090
 TV0090;                    North         East     Units Scale Factor Converg.
 TV0090;SPC PRVI     -   190,881.308   390,100.228   MT  1.00003038   +0 33 39.0
 TV0090;UTM  20      - 1,962,460.927   326,016.490   MT  0.99997426   -0 30 00.7
 TV0090
 TV0090:                Primary Azimuth Mark                     Grid Az
 TV0090:SPC PRVI     -  GREEN                                    317 25 56.4
 TV0090:UTM  20      -  GREEN                                    318 29 36.1
 TV0090
 TV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2601662460(NAD 83)
 TV0090
 TV0090|---------------------------------------------------------------------|
 TV0090| PID    Reference Object                     Distance      Geod. Az  |
 TV0090|                                                           dddmmss.s |
 TV0090| TV0057 COAKLEY BAY MILL                    APPROX. 1.8 KM 0000608.7 |
 TV0090| TV0054 CRAB                                APPROX. 5.3 KM 0145849.5 |
 TV0090| TV0043 END                                 APPROX. 5.9 KM 0323607.8 |
 TV0090| TV0055 SOLITUDE MILL                       APPROX. 1.9 KM 0362845.8 |
 TV0090| TV0053 COTTON VALLEY MILL                  APPROX. 2.0 KM 0562144.9 |
 TV0090| TV0062 GREEN                               APPROX. 3.8 KM 3175935.4 |
 TV0090| TV0060 GREEN CAY ESTATE MILL               APPROX. 2.3 KM 3220319.4 |
 TV0090| TV0058 DRY                                 APPROX. 2.6 KM 3473943.8 |
 TV0090|---------------------------------------------------------------------|
 TV0090
 TV0090                          SUPERSEDED SURVEY CONTROL
 TV0090
 TV0090  NAD 83(1993)-  17 44 33.14239(N)    064 38 27.37565(W) AD(       ) 3
 TV0090  NAD 83(1986)-  17 44 33.13021(N)    064 38 27.34949(W) AD(       ) 3
 TV0090  PR          -  17 44 40.22522(N)    064 38 28.84035(W) AD(       ) 3
 TV0090
 TV0090.Superseded values are not recommended for survey control.
 TV0090
 TV0090.NGS no longer adjusts projects to the PR datum.
 TV0090.See file dsdata.pdf to determine how the superseded data were derived.
 TV0090
 TV0090
 TV0090  HISTORY     - Date     Condition        Report By
 TV0090  HISTORY     - 1919     MONUMENTED       CGS
 TV0090  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0090  HISTORY     - 1977     GOOD             NGS
 TV0090
 TV0090                          STATION DESCRIPTION
 TV0090
 TV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0090'STATION IS ON THE HIGHEST HILL OF THE ISLAND E OF
 TV0090'CHRISTIANSTED.  THIS HILL IS S OF COAKLEY BAY ESTATE AND MIDWAY
 TV0090'BETWEEN N AND S SHORES.  THE STATION CAN BE REACHED BEST FROM
 TV0090'COAKLEY BAY ESTATE.
 TV0090'
 TV0090'MARKED BY A STANDARD BRASS TRIANGULATION MARK IN THE TOP OF A
 TV0090'CEMENT POST.
 TV0090'
 TV0090'REFERENCE MARKS WERE PUT IN BUT THEIR DISCRIPTION WAS LEFT
 TV0090'UNTIL THE STATION SHOULD BE OCCUPIED.
 TV0090'
 TV0090'AN 8-FOOT SCAFFOLD WAS ERECTED OVER THE STATION.
 TV0090
 TV0090                          STATION RECOVERY (1921)
 TV0090
 TV0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0090'STATION FOUND AS DESCRIBED, EXCEPT THAT THERE WERE NO REFERENCE
 TV0090'MARKS DESCOVERED, AND PARTY HAD NO TIME TO RETURN TO PLACE SUCH
 TV0090'MARKS.  THIS STATION OCCUPIED.
 TV0090
 TV0090                          STATION RECOVERY (1977)
 TV0090
 TV0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0090'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TV0090'1919.  THE REFERENCE MARKS WERE SEARCHED FOR BRIEFLY, BUT NOT
 TV0090'FOUND.  IT IS POSSIBLE THEY WERE NOT SET WHEN STATION WAS
 TV0090'ESTABLISHED.
 TV0090'
 TV0090'TO REACH THE STATION FROM THE DOCK AREA IN CHRISTIANSTED, FOLLOW
 TV0090'THE MAIN ROAD EAST FOR 3.1 MILES TO A PAVED SIDE ROAD RIGHT.  TURN
 TV0090'RIGHT, SOUTHERLY, AND GO 0.4 MILE TO A PAVED SIDE ROAD LEFT AND
 TV0090'SIGN, ENTRANCE TO ESTATE OF SEVEN HILLS.  TURN LEFT AND CONTINUE
 TV0090'0.35 MILE TO A T-INTERSECTION.  TURN RIGHT AND FOLLOW THE MAIN,
 TV0090'WINDING ROAD THROUGH THE ESTATES FOR 1.1 MILES TO A
 TV0090'T-INTERSECTION.  TURN RIGHT, UPHILL, AND CONTINUE EASTERLY FOR 0.1
 TV0090'MILE TO END OF TRUCK TRAVEL.  FROM HERE, PACK SOUTHEASTERLY,
 TV0090'FOLLOWING A FENCELINE TO THE TOP OF THE HIGHEST HILL IN THE AREA
 TV0090'AND THE STATION.  A 1 1/2-HOUR PACK.
 TV0090'
 TV0090'THE STATION MARK, STAMPED SEVEN, IS 5.5 METERS SOUTH OF THE EAST-WEST
 TV0090'FENCELINE.  IT IS SET IN A 5 INCH SQUARE CONCRETE POST WHICH
 TV0090'PROJECTS 2 INCHES.
 TV0090'
 TV0090'THIS AREA IS STILL BEING DEVELOPED, SO THERE WILL BE EASIER WAYS TO
 TV0090'REACH THE STATION IN THE FUTURE.
 TV0090'
 TV0090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.3 MI.
 TV0090'EAST OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0493 ***********************************************************************
 TV0493  DESIGNATION -  SHARK 1918
 TV0493  PID         -  TV0493
 TV0493  STATE/COUNTY-  VQ/ST THOMAS
 TV0493  COUNTRY     -  US
 TV0493  USGS QUAD   -  CRUZ BAY (2013)
 TV0493
 TV0493                         *CURRENT SURVEY CONTROL
 TV0493  ______________________________________________________________________
 TV0493* NAD 83(1997) POSITION- 18 20 13.81783(N) 064 50 41.45685(W)   ADJUSTED
 TV0493* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0493  ______________________________________________________________________
 TV0493  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 TV0493  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 TV0493  HORZ ORDER      -  THIRD
 TV0493
 TV0493.The horizontal coordinates were established by classical geodetic methods
 TV0493.and adjusted by the National Geodetic Survey in May 1997.
 TV0493
 TV0493.The orthometric height was scaled from a topographic map.
 TV0493
 TV0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0493.GEOID18 height accuracy estimate available here.
 TV0493
 TV0493.Click photographs - Photos may exist for this station.
 TV0493
 TV0493.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0493
 TV0493. The following values were computed from the NAD 83(1997) position.
 TV0493
 TV0493;                    North         East     Units Scale Factor Converg.
 TV0493;SPC PRVI     -   256,493.787   367,902.929   MT  0.99999558   +0 29 49.3
 TV0493;UTM  20      - 2,028,477.231   305,046.766   MT  1.00006989   -0 34 50.1
 TV0493
 TV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0504628477(NAD 83)
 TV0493
 TV0493                          SUPERSEDED SURVEY CONTROL
 TV0493
 TV0493  NAD 83(1993)-  18 20 13.81872(N)    064 50 41.46066(W) AD(       ) 3
 TV0493  NAD 83(1986)-  18 20 13.78558(N)    064 50 41.42362(W) AD(       ) 3
 TV0493  PR          -  18 20 20.95010(N)    064 50 42.91894(W) AD(       ) 3
 TV0493
 TV0493.Superseded values are not recommended for survey control.
 TV0493
 TV0493.NGS no longer adjusts projects to the PR datum.
 TV0493.See file dsdata.pdf to determine how the superseded data were derived.
 TV0493
 TV0493_MARKER: Z = SEE DESCRIPTION
 TV0493_SETTING: 0 = UNSPECIFIED SETTING
 TV0493
 TV0493  HISTORY     - Date     Condition        Report By
 TV0493  HISTORY     - 1918     MONUMENTED       CGS
 TV0493  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0493  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0493
 TV0493                          STATION DESCRIPTION
 TV0493
 TV0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0493'STATION IS SITUATED ON TOP OF SHARK ISLAND, LYING OFF THE
 TV0493'NORTHEASTERN END OF ST. THOMAS ISLAND.
 TV0493'
 TV0493'STATION IS MARKED BY A REGULATION BRASS DISK CEMENTED IN A
 TV0493'DRILL HOLE IN THE TOP OF A BOULDER LYING NEAR THE EASTERN CLIFF
 TV0493'OF THE ISLAND.
 TV0493'
 TV0493'THE BOULDER IS NOT ON THE HIGHEST PART OF THE ISLAND.
 TV0493'
 TV0493'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN CRACK OF
 TV0493'LARGE LOW LYING ROCK IN ABOUT THE MIDDLE OF THE ISLAND.
 TV0493'
 TV0493'REFERENCE MARK BEARS N 40 DEG E (MAGNETIC) AND IS 5.13 METERS
 TV0493'DISTANT FROM THE STATION.
 TV0493'
 TV0493'E SIDE OF ISLAND IS 1.5 METERS DISTANT FROM THE STATION AND S
 TV0493'SIDE OF ISLAND IS 38.0 METERS, DISTANT FROM THE STATION.
 TV0493
 TV0493                          STATION RECOVERY (1926)
 TV0493
 TV0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0493'STATION IS ON SHARK ISLAND.  RECOVERED AS DESCRIBED.
 TV0493
 TV0493                          STATION RECOVERY (1975)
 TV0493
 TV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0493'STATION RECOVERED IN GOOD CONDITION.  RM NOT SEARCHED FOR.  ORIGINAL
 TV0493'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0064 ***********************************************************************
 TV0064  DESIGNATION -  SHOYS MILL
 TV0064  PID         -  TV0064
 TV0064  STATE/COUNTY-  VQ/ST CROIX
 TV0064  COUNTRY     -  US
 TV0064  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0064
 TV0064                         *CURRENT SURVEY CONTROL
 TV0064  ______________________________________________________________________
 TV0064* NAD 83(1997) POSITION- 17 45 18.00088(N) 064 40 52.46708(W)   ADJUSTED
 TV0064  ______________________________________________________________________
 TV0064  GEOID HEIGHT    -        -41.330 (meters)                     GEOID18
 TV0064  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 TV0064  HORZ ORDER      -  THIRD
 TV0064
 TV0064.The horizontal coordinates were established by classical geodetic methods
 TV0064.and adjusted by the National Geodetic Survey in May 1997.
 TV0064
 TV0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0064.GEOID18 height accuracy estimate available here.
 TV0064
 TV0064.Click photographs - Photos may exist for this station.
 TV0064
 TV0064.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0064
 TV0064. The following values were computed from the NAD 83(1997) position.
 TV0064
 TV0064;                    North         East     Units Scale Factor Converg.
 TV0064;SPC PRVI     -   192,218.983   385,812.348   MT  1.00002856   +0 32 53.6
 TV0064;UTM  20      - 1,963,877.708   321,754.311   MT  0.99999282   -0 30 46.2
 TV0064
 TV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2175463877(NAD 83)
 TV0064
 TV0064                          SUPERSEDED SURVEY CONTROL
 TV0064
 TV0064  NAD 83(1993)-  17 45 17.99921(N)    064 40 52.47692(W) AD(       ) 3
 TV0064  NAD 83(1986)-  17 45 17.98388(N)    064 40 52.45321(W) AD(       ) 3
 TV0064  PR          -  17 45 25.08140(N)    064 40 53.93691(W) AD(       ) 3
 TV0064
 TV0064.Superseded values are not recommended for survey control.
 TV0064
 TV0064.NGS no longer adjusts projects to the PR datum.
 TV0064.See file dsdata.pdf to determine how the superseded data were derived.
 TV0064
 TV0064
 TV0064  HISTORY     - Date     Condition        Report By
 TV0064  HISTORY     - 1918     MONUMENTED       CGS
 TV0064  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0064
 TV0064                          STATION DESCRIPTION
 TV0064
 TV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0064'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0096 ***********************************************************************
 TV0096  DESIGNATION -  SIGHT
 TV0096  PID         -  TV0096
 TV0096  STATE/COUNTY-  VQ/ST CROIX
 TV0096  COUNTRY     -  US
 TV0096  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0096
 TV0096                         *CURRENT SURVEY CONTROL
 TV0096  ______________________________________________________________________
 TV0096* NAD 83(1997) POSITION- 17 44 25.88935(N) 064 40 06.99750(W)   ADJUSTED
 TV0096* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0096  ______________________________________________________________________
 TV0096  GEOID HEIGHT    -        -41.213 (meters)                     GEOID18
 TV0096  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 TV0096  HORZ ORDER      -  THIRD
 TV0096
 TV0096.The horizontal coordinates were established by classical geodetic methods
 TV0096.and adjusted by the National Geodetic Survey in May 1997.
 TV0096
 TV0096.The orthometric height was scaled from a topographic map.
 TV0096
 TV0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0096.GEOID18 height accuracy estimate available here.
 TV0096
 TV0096.Click photographs - Photos may exist for this station.
 TV0096
 TV0096.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0096
 TV0096. The following values were computed from the NAD 83(1997) position.
 TV0096
 TV0096;                    North         East     Units Scale Factor Converg.
 TV0096;SPC PRVI     -   190,629.768   387,167.226   MT  1.00003068   +0 33 07.8
 TV0096;UTM  20      - 1,962,263.744   323,079.480   MT  0.99998701   -0 30 30.9
 TV0096
 TV0096:                Primary Azimuth Mark                     Grid Az
 TV0096:SPC PRVI     -  SIGHT MILL                               093 17 04.8
 TV0096:UTM  20      -  SIGHT MILL                               094 20 43.5
 TV0096
 TV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2307962263(NAD 83)
 TV0096
 TV0096|---------------------------------------------------------------------|
 TV0096| PID    Reference Object                     Distance      Geod. Az  |
 TV0096|                                                           dddmmss.s |
 TV0096| TV0060 GREEN CAY ESTATE MILL               APPROX. 2.5 KM 0363155.2 |
 TV0096| TV0058 DRY                                 APPROX. 3.7 KM 0401354.7 |
 TV0096| TV0059 SCHOOL HOUSE                        APPROX. 2.6 KM 0530649.1 |
 TV0096| TV0093 SIGHT MILL                          APPROX. 0.8 KM 0935012.6 |
 TV0096| TV0091 GREAT POND ESTATE WINDMILL          APPROX. 2.8 KM 1311703.8 |
 TV0096| TV0092 GREAT POND BAY WINDMILL             APPROX. 1.9 KM 1360554.2 |
 TV0096| TV0095 PETRONELLA MILL                     APPROX. 1.3 KM 1762910.7 |
 TV0096| CE5617 SIGHT RM 1                                         17649     |
 TV0096| TV0097 LOWRY HILL FLAGPOLE                 386.512 METERS 24843     |
 TV0096| TV0099 LANGS OBSERVATORY                   APPROX. 1.8 KM 2670429.3 |
 TV0096| TV0101 MT WELCOME MILL                     APPROX. 3.0 KM 2844220.9 |
 TV0096| CE5618 SIGHT RM 2                                         29150     |
 TV0096| TV0098 BOUTZBERG MILL                      APPROX. 1.2 KM 3055712.4 |
 TV0096|---------------------------------------------------------------------|
 TV0096
 TV0096                          SUPERSEDED SURVEY CONTROL
 TV0096
 TV0096  NAD 83(1993)-  17 44 25.88765(N)    064 40 07.00746(W) AD(       ) 3
 TV0096  NAD 83(1986)-  17 44 25.87399(N)    064 40 06.98135(W) AD(       ) 3
 TV0096  PR          -  17 44 32.96934(N)    064 40 08.46755(W) AD(       ) 3
 TV0096
 TV0096.Superseded values are not recommended for survey control.
 TV0096
 TV0096.NGS no longer adjusts projects to the PR datum.
 TV0096.See file dsdata.pdf to determine how the superseded data were derived.
 TV0096
 TV0096_MARKER: Z = SEE DESCRIPTION
 TV0096_SETTING: 0 = UNSPECIFIED SETTING
 TV0096
 TV0096  HISTORY     - Date     Condition        Report By
 TV0096  HISTORY     - 1919     MONUMENTED       CGS
 TV0096  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TV0096
 TV0096                          STATION DESCRIPTION
 TV0096
 TV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0096'STATION IS ON THE FIRST HILL E OF LOWRY HILL HOUSE SITUATED
 TV0096'ON THE DIVIDE ALONG THE ROAD LEADING TOWARDS PETRONELLA
 TV0096'ESTATE.  THIS HILL IS S OF THE SOMEWHAT LOWER ONE RISING TO THE
 TV0096'LEEWARD DIRECTLY FROM THE SADDLE.  THE STATION IS IN THE CENTER
 TV0096'OF THE TOP OF THE HILL.  MARKED BY A STANDARD BRASS DISK IN TOP
 TV0096'OF A 6-INCH OCTAGONAL CONCRETE POST PROJECTING 6
 TV0096'INCHES.  SUBSURFACE MARK IS A SIMILAR DISK IN A SHORTER
 TV0096'CONCRETE POST.
 TV0096'
 TV0096'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK IN THE
 TV0096'TOP OF A 6-INCH OCTAGONAL CONCRETE POST SET ON THE SW BREAK OF
 TV0096'THE HILLTOP.
 TV0096'
 TV0096'REFERENCE MARK NO.2 IS A SIMILAR MARK SET ON THE NW BREAK.
 TV0096'
 TV0096'STATION MARK, REFERENCE MARK NO.1 AND PETRONELLA MILL ARE ON
 TV0096'LINE.
 TV0096'
 TV0096'TOP OF POLE - 3.06 METERS ABOVE STATION.
 TV0096
 TV0096                          STATION RECOVERY (1963)
 TV0096
 TV0096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BAW)
 TV0096'STATION SURFACE MARK HAS BEEN MOVED BY A BULLDOZER, BUT THE
 TV0096'SUB-SURFACE MARK IS IN GOOD CONDITION AND NOT DISTURBED.  A
 TV0096'CONCRETE PAD WAS POURED AROUND SITE OF STATION MARK.  THERE IS
 TV0096'A SAND-FILLED HOLE WITH THE SUB-SURFACE MARK UNDISTURBED.
 TV0096'
 TV0096'REFERENCE MARK 1 IS BROKEN BY BULLDOZER, BUT BOTTOM OF MARKER
 TV0096'STILL IN PLACE.
 TV0096'
 TV0096'REFERENCE MARK 2 WAS JARRED BY BULLDOZER, BUT STILL IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0093 ***********************************************************************
 TV0093  DESIGNATION -  SIGHT MILL
 TV0093  PID         -  TV0093
 TV0093  STATE/COUNTY-  VQ/ST CROIX
 TV0093  COUNTRY     -  US
 TV0093  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0093
 TV0093                         *CURRENT SURVEY CONTROL
 TV0093  ______________________________________________________________________
 TV0093* NAD 83(1997) POSITION- 17 44 24.25225(N) 064 39 41.53135(W)   ADJUSTED
 TV0093  ______________________________________________________________________
 TV0093  GEOID HEIGHT    -        -41.206 (meters)                     GEOID18
 TV0093  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 TV0093  HORZ ORDER      -  THIRD
 TV0093
 TV0093.The horizontal coordinates were established by classical geodetic methods
 TV0093.and adjusted by the National Geodetic Survey in May 1997.
 TV0093
 TV0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0093.GEOID18 height accuracy estimate available here.
 TV0093
 TV0093.Click photographs - Photos may exist for this station.
 TV0093
 TV0093.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0093
 TV0093. The following values were computed from the NAD 83(1997) position.
 TV0093
 TV0093;                    North         East     Units Scale Factor Converg.
 TV0093;SPC PRVI     -   190,586.683   387,917.953   MT  1.00003075   +0 33 15.7
 TV0093;UTM  20      - 1,962,206.771   323,829.247   MT  0.99998373   -0 30 23.0
 TV0093
 TV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2382962206(NAD 83)
 TV0093
 TV0093                          SUPERSEDED SURVEY CONTROL
 TV0093
 TV0093  NAD 83(1993)-  17 44 24.25050(N)    064 39 41.54134(W) AD(       ) 3
 TV0093  NAD 83(1986)-  17 44 24.23708(N)    064 39 41.51572(W) AD(       ) 3
 TV0093  PR          -  17 44 31.33368(N)    064 39 43.00345(W) AD(       ) 3
 TV0093
 TV0093.Superseded values are not recommended for survey control.
 TV0093
 TV0093.NGS no longer adjusts projects to the PR datum.
 TV0093.See file dsdata.pdf to determine how the superseded data were derived.
 TV0093
 TV0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0093
 TV0093  HISTORY     - Date     Condition        Report By
 TV0093  HISTORY     - UNK      MONUMENTED
 TV0093  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0093  HISTORY     - 1980     GOOD             NOS
 TV0093
 TV0093                          STATION DESCRIPTION
 TV0093
 TV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0093'STATION IS IN PLACE.
 TV0093
 TV0093                          STATION RECOVERY (1980)
 TV0093
 TV0093'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0093'THE OLD MILL STILL EXISTS, BUT THERE IS NO ROOF OR DEFINITE
 TV0093'CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5042 ***********************************************************************
 TZ5042  DESIGNATION -  SIGNAL HILL CELLULAR ONE TOWER
 TZ5042  PID         -  TZ5042
 TZ5042  STATE/COUNTY-  VQ/ST THOMAS
 TZ5042  COUNTRY     -  US
 TZ5042  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5042
 TZ5042                         *CURRENT SURVEY CONTROL
 TZ5042  ______________________________________________________________________
 TZ5042* NAD 83(1997) POSITION- 18 21 16.02832(N) 064 56 41.37045(W)   ADJUSTED
 TZ5042* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5042  ______________________________________________________________________
 TZ5042  GEOID HEIGHT    -        -42.202 (meters)                     GEOID18
 TZ5042  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 TZ5042  HORZ ORDER      -  THIRD
 TZ5042
 TZ5042.The horizontal coordinates were established by classical geodetic methods
 TZ5042.and adjusted by the National Geodetic Survey in May 1997.
 TZ5042
 TZ5042.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5042
 TZ5042.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5042.GEOID18 height accuracy estimate available here.
 TZ5042
 TZ5042.Click photographs - Photos may exist for this station.
 TZ5042
 TZ5042.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5042
 TZ5042. The following values were computed from the NAD 83(1997) position.
 TZ5042
 TZ5042;                    North         East     Units Scale Factor Converg.
 TZ5042;SPC PRVI     -   258,317.634   357,320.150   MT  0.99999616   +0 27 56.7
 TZ5042;UTM  20      - 2,030,500.054   294,499.118   MT  1.00012211   -0 36 45.5
 TZ5042
 TZ5042_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9449930500(NAD 83)
 TZ5042
 TZ5042                          SUPERSEDED SURVEY CONTROL
 TZ5042
 TZ5042  NAD 83(1993)-  18 21 16.02630(N)    064 56 41.38039(W) AD(       ) 3
 TZ5042  LMSL    (07/06/94)  476.3    (m)         1563.     (f) VERT ANG       
 TZ5042
 TZ5042.Superseded values are not recommended for survey control.
 TZ5042
 TZ5042.NGS no longer adjusts projects to the PR datum.
 TZ5042.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5042
 TZ5042_MARKER: 45 = MICROWAVE TOWER
 TZ5042
 TZ5042  HISTORY     - Date     Condition        Report By
 TZ5042  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5042
 TZ5042                          STATION DESCRIPTION
 TZ5042
 TZ5042'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5042'THE STATION IS LOCATED NEAR THE CENTRAL PART OF ST THOMAS ISLAND IN
 TZ5042'THE U.S. VIRGIN ISLANDS ABOUT 1 MI (1.6 KM) NORTHWEST OF CHARLOTTE
 TZ5042'AMALIE AT THE MOUNTAINTOP ESTATES AT THE HIGHEST GROUND POINT OF
 TZ5042'SIGNAL HILL. THE OBJECT IS A TRUSSWORK STEEL TOWER WITH A RED
 TZ5042'OBSTRUCTION LIGHT AT THE TOP.  THE POINT INTERSECTED WAS THE CENTER
 TZ5042'OF THE OBSTRUCTION LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5043 ***********************************************************************
 TZ5043  DESIGNATION -  SIGNAL HILL RADIO TOWER
 TZ5043  PID         -  TZ5043
 TZ5043  STATE/COUNTY-  VQ/ST THOMAS
 TZ5043  COUNTRY     -  US
 TZ5043  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5043
 TZ5043                         *CURRENT SURVEY CONTROL
 TZ5043  ______________________________________________________________________
 TZ5043* NAD 83(1997) POSITION- 18 21 20.07517(N) 064 56 49.02463(W)   ADJUSTED
 TZ5043* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5043  ______________________________________________________________________
 TZ5043  GEOID HEIGHT    -        -42.205 (meters)                     GEOID18
 TZ5043  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 TZ5043  HORZ ORDER      -  THIRD
 TZ5043
 TZ5043.The horizontal coordinates were established by classical geodetic methods
 TZ5043.and adjusted by the National Geodetic Survey in May 1997.
 TZ5043
 TZ5043.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5043
 TZ5043.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5043.GEOID18 height accuracy estimate available here.
 TZ5043
 TZ5043.Click photographs - Photos may exist for this station.
 TZ5043
 TZ5043.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5043
 TZ5043. The following values were computed from the NAD 83(1997) position.
 TZ5043
 TZ5043;                    North         East     Units Scale Factor Converg.
 TZ5043;SPC PRVI     -   258,440.228   357,094.431   MT  0.99999621   +0 27 54.3
 TZ5043;UTM  20      - 2,030,626.889   294,275.719   MT  1.00012325   -0 36 48.0
 TZ5043
 TZ5043_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9427530626(NAD 83)
 TZ5043
 TZ5043                          SUPERSEDED SURVEY CONTROL
 TZ5043
 TZ5043  NAD 83(1993)-  18 21 20.07306(N)    064 56 49.03461(W) AD(       ) 3
 TZ5043  LMSL    (07/06/94)  486.9    (m)         1597.     (f) VERT ANG       
 TZ5043
 TZ5043.Superseded values are not recommended for survey control.
 TZ5043
 TZ5043.NGS no longer adjusts projects to the PR datum.
 TZ5043.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5043
 TZ5043_MARKER: 43 = RADIO/TV TOWER
 TZ5043
 TZ5043  HISTORY     - Date     Condition        Report By
 TZ5043  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5043
 TZ5043                          STATION DESCRIPTION
 TZ5043
 TZ5043'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5043'THE STATION IS LOCATED NEAR THE CENTRAL PART OF ST THOMAS ISLAND IN
 TZ5043'THE U.S. VIRGIN ISLANDS ABOUT 1 MI (1.6 KM) NORTHWEST OF CHARLOTTE
 TZ5043'AMALIE AT THE MOUNTAINTOP ESTATES ON THE NORTH SIDE OF SIGNAL HILL.
 TZ5043'THE OBJECT IS A RED AND WHITE TRUSSWORK STEEL TOWER WITH A VERTICAL
 TZ5043'CYLINDER AT THE TOP.  THE POINT INTERSECTED WAS THE CENTER OF THE TOP
 TZ5043'CYLINDER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0050 ***********************************************************************
 TV0050  DESIGNATION -  SKOW
 TV0050  PID         -  TV0050
 TV0050  STATE/COUNTY-  VQ/ST CROIX
 TV0050  COUNTRY     -  US
 TV0050  USGS QUAD   -  BUCK ISLAND (2013)
 TV0050
 TV0050                         *CURRENT SURVEY CONTROL
 TV0050  ______________________________________________________________________
 TV0050* NAD 83(1997) POSITION- 17 45 35.21782(N) 064 36 55.74788(W)   ADJUSTED
 TV0050* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0050  ______________________________________________________________________
 TV0050  GEOID HEIGHT    -        -41.268 (meters)                     GEOID18
 TV0050  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 TV0050  HORZ ORDER      -  THIRD
 TV0050
 TV0050.The horizontal coordinates were established by classical geodetic methods
 TV0050.and adjusted by the National Geodetic Survey in May 1997.
 TV0050
 TV0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0050
 TV0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0050.GEOID18 height accuracy estimate available here.
 TV0050
 TV0050.Click photographs - Photos may exist for this station.
 TV0050
 TV0050.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0050
 TV0050. The following values were computed from the NAD 83(1997) position.
 TV0050
 TV0050;                    North         East     Units Scale Factor Converg.
 TV0050;SPC PRVI     -   192,816.260   392,780.332   MT  1.00002787   +0 34 07.6
 TV0050;UTM  20      - 1,964,345.790   328,731.810   MT  0.99996267   -0 29 34.4
 TV0050
 TV0050:                Primary Azimuth Mark                     Grid Az
 TV0050:SPC PRVI     -  BUCK ISLAND LT                           352 11 33.7
 TV0050:UTM  20      -  BUCK ISLAND LT                           353 15 15.7
 TV0050
 TV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2873164345(NAD 83)
 TV0050
 TV0050|---------------------------------------------------------------------|
 TV0050| PID    Reference Object                     Distance      Geod. Az  |
 TV0050|                                                           dddmmss.s |
 TV0050| TV0051 BUCK ISLAND LT                      APPROX. 3.0 KM 3524541.3 |
 TV0050|---------------------------------------------------------------------|
 TV0050
 TV0050                          SUPERSEDED SURVEY CONTROL
 TV0050
 TV0050  NAD 83(1993)-  17 45 35.21603(N)    064 36 55.75771(W) AD(       ) 3
 TV0050  NAD 83(1986)-  17 45 35.20634(N)    064 36 55.73230(W) AD(       ) 3
 TV0050  PR          -  17 45 42.29739(N)    064 36 57.23635(W) AD(       ) 3
 TV0050  LMSL    (07/19/86)   33.0    (m)          108.     (f) VERT ANG       
 TV0050
 TV0050.Superseded values are not recommended for survey control.
 TV0050
 TV0050.NGS no longer adjusts projects to the PR datum.
 TV0050.See file dsdata.pdf to determine how the superseded data were derived.
 TV0050
 TV0050_MARKER: DD = SURVEY DISK
 TV0050_SETTING: 66 = SET IN ROCK OUTCROP
 TV0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0050
 TV0050  HISTORY     - Date     Condition        Report By
 TV0050  HISTORY     - 1980     MONUMENTED       NOS
 TV0050
 TV0050                          STATION DESCRIPTION
 TV0050
 TV0050'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0050'THE STATION IS LOCATED ON PROPERTY OF MR YANCE SKOW, STAR RT 00864
 TV0050'TEAGUE BAY, ST CROIX, 00820.
 TV0050'IT IS ABOUT 0.5 KM (0.3 MI) WEST OF TAGUE POINT, ON THE
 TV0050'NORTH EDGE OF THE FIRST SMALL HILL SOUTH OF THE BAY.
 TV0050'
 TV0050'TO REACH THE STATION FROM FORT CHRISTIANSVAERN IN CHRISTIANSTED,
 TV0050'GO EAST ON EAST END ROAD FOR 5.1 KM (3.2 MI) TO A T-INTERSECTION,
 TV0050'AND AN OLD MILL, TURN LEFT AND FOLLOW MAIN ROAD FOR 6.4 KM (4.0
 TV0050'MI) EASTERLY TO A PAVED DRIVE ON THE RIGHT, TURN RIGHT AND GO
 TV0050'SOUTHERLY FOR 0.2 KM (0.15 MI) UP HILL, TO A HOUSE, CONTINUE
 TV0050'PAST THE HOUSE WESTERLY ON A DIRT ROAD PASSING THROUGH
 TV0050'TWO GATES FOR 0.4 KM (0.25 MI) TO MR YANCE SKOWS HOUSE AND
 TV0050'THE STATION.
 TV0050'
 TV0050'THE STATION IS A STANDARD NOS DISK
 TV0050'STAMPED---SKOW 1980---,
 TV0050'CEMENTED IN THE TOP OF A IRREGULAR MASS OF CONCRETE ON TOP OF
 TV0050'BEDROCK.
 TV0050'IT IS LOCATED
 TV0050'24.9 METERS (81.6 FT) WEST FROM THE NORTHWEST CORNER OF HOUSE AND
 TV0050'5.5 METERS (18.1 FT) EAST FROM A WOVEN WIRE FENCE.
 TV0050'
 TV0050'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0056 ***********************************************************************
 TV0056  DESIGNATION -  SOL 1919
 TV0056  PID         -  TV0056
 TV0056  STATE/COUNTY-  VQ/ST CROIX
 TV0056  COUNTRY     -  US
 TV0056  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0056
 TV0056                         *CURRENT SURVEY CONTROL
 TV0056  ______________________________________________________________________
 TV0056* NAD 83(1997) POSITION- 17 45 40.21619(N) 064 37 50.76327(W)   ADJUSTED
 TV0056* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0056  ______________________________________________________________________
 TV0056  GEOID HEIGHT    -        -41.294 (meters)                     GEOID18
 TV0056  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 TV0056  HORZ ORDER      -  THIRD
 TV0056
 TV0056.The horizontal coordinates were established by classical geodetic methods
 TV0056.and adjusted by the National Geodetic Survey in May 1997.
 TV0056
 TV0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0056
 TV0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0056.GEOID18 height accuracy estimate available here.
 TV0056
 TV0056.Click photographs - Photos may exist for this station.
 TV0056
 TV0056.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0056
 TV0056. The following values were computed from the NAD 83(1997) position.
 TV0056
 TV0056;                    North         East     Units Scale Factor Converg.
 TV0056;SPC PRVI     -   192,953.905   391,158.231   MT  1.00002767   +0 33 50.4
 TV0056;UTM  20      - 1,964,513.455   327,112.637   MT  0.99996956   -0 29 51.3
 TV0056
 TV0056:                Primary Azimuth Mark                     Grid Az
 TV0056:SPC PRVI     -  BUCK ISLAND LT                           022 56 13.1
 TV0056:UTM  20      -  BUCK ISLAND LT                           023 59 54.8
 TV0056
 TV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2711264513(NAD 83)
 TV0056
 TV0056|---------------------------------------------------------------------|
 TV0056| PID    Reference Object                     Distance      Geod. Az  |
 TV0056|                                                           dddmmss.s |
 TV0056| TV0051 BUCK ISLAND LT                      APPROX. 3.1 KM 0233003.5 |
 TV0056|---------------------------------------------------------------------|
 TV0056
 TV0056                          SUPERSEDED SURVEY CONTROL
 TV0056
 TV0056  NAD 83(1993)-  17 45 40.21442(N)    064 37 50.77313(W) AD(       ) 3
 TV0056  NAD 83(1986)-  17 45 40.20346(N)    064 37 50.74791(W) AD(       ) 3
 TV0056  PR          -  17 45 47.29611(N)    064 37 52.25084(W) AD(       ) 3
 TV0056  LMSL    (07/19/86)    0.1    (m)            0.     (f) VERT ANG       
 TV0056
 TV0056.Superseded values are not recommended for survey control.
 TV0056
 TV0056.NGS no longer adjusts projects to the PR datum.
 TV0056.See file dsdata.pdf to determine how the superseded data were derived.
 TV0056
 TV0056_MARKER: Z = SEE DESCRIPTION
 TV0056_SETTING: 66 = SET IN ROCK OUTCROP
 TV0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0056
 TV0056  HISTORY     - Date     Condition        Report By
 TV0056  HISTORY     - 1919     MONUMENTED       CGS
 TV0056  HISTORY     - 1921     SEE DESCRIPTION  CGS
 TV0056  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0056  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0056  HISTORY     - 1980     GOOD             NOS
 TV0056
 TV0056                          STATION DESCRIPTION
 TV0056
 TV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0056'ON THE LOW OUTSIDE PART OF THE POINT THAT RUNS OUT FROM
 TV0056'SOLITUDE ESTATE, N SIDE OF ST. CROIX NEAR THE E END.  THIS IS
 TV0056'THE SECOND POINT E OF COAKLEY BAY.  THE STATION IS 6 INCHES
 TV0056'ABOVE HIGH WATER.
 TV0056'
 TV0056'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK
 TV0056'CEMENTED IN A DEPRESSION.
 TV0056
 TV0056                          STATION RECOVERY (1921)
 TV0056
 TV0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1921 (ERH)
 TV0056'STATION FOUND AS DESCRIBED.  INTERSECTION STATION BY THIS PARTY.
 TV0056
 TV0056                          STATION RECOVERY (1925)
 TV0056
 TV0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0056'STATION FOUND AS DESCRIBED.
 TV0056
 TV0056                          STATION RECOVERY (1975)
 TV0056
 TV0056'RECOVERY NOTE BY US NAVY 1975
 TV0056'STATION WAS SEARCHED FOR BUT NOT FOUND.  CONCRETE BLOB WITH
 TV0056'HOLE IN CENTER WAS FOUND IN DEPRESSION IN ROCK, BUT MARK WAS
 TV0056'MISSING.  STATION PROBABLY DESTROYED.
 TV0056
 TV0056                          STATION RECOVERY (1980)
 TV0056
 TV0056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0056'THE STATION WAS RECOVERED IN GOOD CONDITION. NOTE, THE
 TV0056'STATION IS LOCATED ON THE EXTREME NORTH POINT OF SOL POINT
 TV0056'AND IS AWASH MOST OF THE TIME.
 TV0056'
 TV0056'TO REACH FROM FORT CHRISTIANVERN IN CHRISTIANSTED GO
 TV0056'EASTERLY ON EAST END ROAD FOR 5.1 KM (3.2 MI) TO A T ROAD
 TV0056'TURN LEFT AND GO NORTH THEN EAST ON MAIN ROAD FOR 3.6 KM
 TV0056'(2.25 MI) TO A HOUSE ON LEFT AND BOAT ANCHORAGE IN SMALL
 TV0056'COVE. (THE PROPERTY OWNER AT THIS RESIDENCE SHOULD BE
 TV0056'CONTRACTED PRIOR TO LEAVING VEHICLE) PACK EAST IN FRONT
 TV0056'OF HOUSE TO A FENCE CORNER THEN NORTH ALONG EAST SIDE OF
 TV0056'FENCE TO BEACH THENCE EAST AND NORTH ALONG BEACH AND SHALLOW WATER
 TV0056'TO END OF POINT AND STATION, 15 MINUTE PACK.
 TV0056'
 TV0056'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0055 ***********************************************************************
 TV0055  DESIGNATION -  SOLITUDE MILL
 TV0055  PID         -  TV0055
 TV0055  STATE/COUNTY-  VQ/ST CROIX
 TV0055  COUNTRY     -  US
 TV0055  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0055
 TV0055                         *CURRENT SURVEY CONTROL
 TV0055  ______________________________________________________________________
 TV0055* NAD 83(1997) POSITION- 17 45 22.43206(N) 064 37 49.33054(W)   ADJUSTED
 TV0055  ______________________________________________________________________
 TV0055  GEOID HEIGHT    -        -41.259 (meters)                     GEOID18
 TV0055  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 TV0055  HORZ ORDER      -  THIRD
 TV0055
 TV0055.The horizontal coordinates were established by classical geodetic methods
 TV0055.and adjusted by the National Geodetic Survey in May 1997.
 TV0055
 TV0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0055.GEOID18 height accuracy estimate available here.
 TV0055
 TV0055.Click photographs - Photos may exist for this station.
 TV0055
 TV0055.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0055
 TV0055. The following values were computed from the NAD 83(1997) position.
 TV0055
 TV0055;                    North         East     Units Scale Factor Converg.
 TV0055;SPC PRVI     -   192,407.580   391,205.818   MT  1.00002838   +0 33 50.9
 TV0055;UTM  20      - 1,963,966.375   327,150.092   MT  0.99996940   -0 29 50.4
 TV0055
 TV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2715063966(NAD 83)
 TV0055
 TV0055                          SUPERSEDED SURVEY CONTROL
 TV0055
 TV0055  NAD 83(1993)-  17 45 22.43028(N)    064 37 49.34056(W) AD(       ) 3
 TV0055  NAD 83(1986)-  17 45 22.41848(N)    064 37 49.31566(W) AD(       ) 3
 TV0055  PR          -  17 45 29.51561(N)    064 37 50.80885(W) AD(       ) 3
 TV0055
 TV0055.Superseded values are not recommended for survey control.
 TV0055
 TV0055.NGS no longer adjusts projects to the PR datum.
 TV0055.See file dsdata.pdf to determine how the superseded data were derived.
 TV0055
 TV0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0055
 TV0055  HISTORY     - Date     Condition        Report By
 TV0055  HISTORY     - 1918     MONUMENTED       CGS
 TV0055  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0055  HISTORY     - 1980     GOOD             NOS
 TV0055
 TV0055                          STATION DESCRIPTION
 TV0055
 TV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0055'SOLITUDE MILL IS IN PLACE.
 TV0055
 TV0055                          STATION RECOVERY (1980)
 TV0055
 TV0055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0055'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO ROOF
 TV0055'OR DEFINITE CENTER POINT ON THIS STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0477 ***********************************************************************
 TV0477  DESIGNATION -  SOLOMON
 TV0477  PID         -  TV0477
 TV0477  STATE/COUNTY-  VQ/ST JOHN
 TV0477  COUNTRY     -  US
 TV0477  USGS QUAD   -  CRUZ BAY (2013)
 TV0477
 TV0477                         *CURRENT SURVEY CONTROL
 TV0477  ______________________________________________________________________
 TV0477* NAD 83(1997) POSITION- 18 20 13.44757(N) 064 47 12.83528(W)   ADJUSTED
 TV0477* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0477  ______________________________________________________________________
 TV0477  GEOID HEIGHT    -        -42.183 (meters)                     GEOID18
 TV0477  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 TV0477  HORZ ORDER      -  THIRD
 TV0477
 TV0477.The horizontal coordinates were established by classical geodetic methods
 TV0477.and adjusted by the National Geodetic Survey in May 1997.
 TV0477
 TV0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0477
 TV0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0477.GEOID18 height accuracy estimate available here.
 TV0477
 TV0477.Click photographs - Photos may exist for this station.
 TV0477
 TV0477.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0477
 TV0477. The following values were computed from the NAD 83(1997) position.
 TV0477
 TV0477;                    North         East     Units Scale Factor Converg.
 TV0477;SPC PRVI     -   256,536.508   374,028.236   MT  0.99999557   +0 30 54.5
 TV0477;UTM  20      - 2,028,404.749   311,172.158   MT  1.00004082   -0 33 44.4
 TV0477
 TV0477:                Primary Azimuth Mark                     Grid Az
 TV0477:SPC PRVI     -  BAKE                                     184 45 31.0
 TV0477:UTM  20      -  BAKE                                     185 50 09.9
 TV0477
 TV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1117228404(NAD 83)
 TV0477
 TV0477|---------------------------------------------------------------------|
 TV0477| PID    Reference Object                     Distance      Geod. Az  |
 TV0477|                                                           dddmmss.s |
 TV0477| TV0474 SUGAR                               APPROX. 1.9 KM 0322537.4 |
 TV0477| CE5626 SOLOMON RM 2                                       10447     |
 TV0477| TV0475 REND                                APPROX. 2.8 KM 1675427.5 |
 TV0477| TV0478 BAKE                                APPROX. 2.4 KM 1851625.5 |
 TV0477| CE5625 SOLOMON RM 1                                       23222     |
 TV0477| TV0482 ST JOHN GOVERNMENT HOUSE GABLE      APPROX. 1.0 KM 2395314.2 |
 TV0477|---------------------------------------------------------------------|
 TV0477
 TV0477                          SUPERSEDED SURVEY CONTROL
 TV0477
 TV0477  NAD 83(1993)-  18 20 13.44917(N)    064 47 12.83690(W) AD(       ) 3
 TV0477  NAD 83(1986)-  18 20 13.41492(N)    064 47 12.80143(W) AD(       ) 3
 TV0477  PR          -  18 20 20.57910(N)    064 47 14.30460(W) AD(       ) 3
 TV0477  LMSL    (07/19/86)  219.4    (m)          720.     (f) VERT ANG       
 TV0477
 TV0477.Superseded values are not recommended for survey control.
 TV0477
 TV0477.NGS no longer adjusts projects to the PR datum.
 TV0477.See file dsdata.pdf to determine how the superseded data were derived.
 TV0477
 TV0477_MARKER: B = BOLT
 TV0477_SETTING: 80 = SET IN A BOULDER
 TV0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0477+STABILITY: SURFACE MOTION
 TV0477
 TV0477  HISTORY     - Date     Condition        Report By
 TV0477  HISTORY     - 1918     MONUMENTED       CGS
 TV0477  HISTORY     - 1946     GOOD             IAGS
 TV0477
 TV0477                          STATION DESCRIPTION
 TV0477
 TV0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0477'STATION IS ON JOHN SOLOMON HILL, FORMERLY CALLED CANOE HILL,
 TV0477'ON THE EXTREME NORTHWESTERN END OF ST. JOHN.  THIS HILL RISES
 TV0477'SOUTHWARD FROM K. C. BAY.
 TV0477'
 TV0477'THIS STATION IS MARKED BY A ROUND-HEADED COPPER BOLT CEMENTED
 TV0477'IN A DRILL HOLE IN FLAT BOULDER ON TOP OF THE HILL.  THIS
 TV0477'STATION WAS ESTABLISHED BY THE DANES.
 TV0477'
 TV0477'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK
 TV0477'CEMENTED IN A DRILL HOLE IN A 4 BY 3 BY 3-FOOT BOULDER ON
 TV0477'SOUTHWEST EDGE OF RIDGE.
 TV0477'
 TV0477'REFERENCE MARK NO.2 IS A STANDARD BRASS DISK IN A DRILL HOLE
 TV0477'IN A 1-1/2 BY 3-FOOT BOULDER STANDING 6 FEET HIGH ON SE EDGE OF
 TV0477'RIDGE.
 TV0477
 TV0477                          STATION RECOVERY (1946)
 TV0477
 TV0477'RECOVERY NOTE BY INTER-AMERICAN GEODETIC SURVEY 1946 (CEG)
 TV0477'STATION IS ROUND-HEADED COPPER BOLT IN FLAT BOULDER ON HIGHEST
 TV0477'POINT OF SOLOMON HILL (CANOE HILL), THE HILL RISING S FROM
 TV0477'CANEEL BAY (K.C. BAY).  HILL IS THICKLY WOODED WITH BRUSH UP
 TV0477'TO 6 INCHES IN DIAMETER AND 20 FEET IN HEIGHT.
 TV0477'
 TV0477'TO REACH STATION FROM CRUZ BAY, PROCEED E ON CENTER ROAD
 TV0477'APPROXIMATELY 1-1/8 MILES TO A SHARP SWITCH-BACK TO THE
 TV0477'RIGHT.  THIS SWITCH-BACK IS ABOUT 1/5 MILE SE OF THE SADDLE
 TV0477'BETWEEN MARGARET HILL AND SOLOMON HILL.  FROM THE SWITCH-BACK
 TV0477'FOLLOW WELL-DEFINED TRAIL NW TO PASTURE PLOTS ON S SIDE OF RIDGE
 TV0477'E OF SOLOMON HILL.  PROCEED ALONG RIDGE THROUGH PASTURE PLOTS
 TV0477'TO THE MOST W PASTURE FROM WHICH POINT ILL-DEFINED GOAT TRAILS
 TV0477'LEAD W ALONG RIDGE TOP TO THE HILLTOP AND STATION.
 TV0477'
 TV0477'REFERENCE MARKS ARE STANDARD BRASS DISKS CEMENTED IN PROMINENT
 TV0477'BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0179 ***********************************************************************
 TV0179  DESIGNATION -  SOUTHWEST CAPE LT
 TV0179  PID         -  TV0179
 TV0179  STATE/COUNTY-  VQ/ST CROIX
 TV0179  COUNTRY     -  US
 TV0179  USGS QUAD   -  FREDERIKSTED (2013)
 TV0179
 TV0179                         *CURRENT SURVEY CONTROL
 TV0179  ______________________________________________________________________
 TV0179* NAD 83(1997) POSITION- 17 40 39.75519(N) 064 53 59.56699(W)   NO CHECK
 TV0179* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0179  ______________________________________________________________________
 TV0179  GEOID HEIGHT    -        -41.546 (meters)                     GEOID18
 TV0179  LAPLACE CORR    -          3.95  (seconds)                    DEFLEC18
 TV0179  HORZ ORDER      -  THIRD
 TV0179
 TV0179.The horizontal coordinates were established by classical geodetic methods
 TV0179.and adjusted by the National Geodetic Survey in May 1997.
 TV0179
 TV0179.No horizontal observational check was made to the station.
 TV0179
 TV0179.The orthometric height was scaled from a topographic map.
 TV0179
 TV0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0179.GEOID18 height accuracy estimate available here.
 TV0179
 TV0179.Click photographs - Photos may exist for this station.
 TV0179
 TV0179.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0179
 TV0179. The following values were computed from the NAD 83(1997) position.
 TV0179
 TV0179;                    North         East     Units Scale Factor Converg.
 TV0179;SPC PRVI     -   183,456.685   362,697.546   MT  1.00004064   +0 28 47.3
 TV0179;UTM  20      - 1,955,544.023   298,481.232   MT  1.00010212   -0 34 37.6
 TV0179
 TV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9848155544(NAD 83)
 TV0179
 TV0179                          SUPERSEDED SURVEY CONTROL
 TV0179
 TV0179  NAD 83(1993)-  17 40 39.75343(N)    064 53 59.57710(W) AD(       ) 3
 TV0179  NAD 83(1986)-  17 40 39.73677(N)    064 53 59.55263(W) AD(       ) 3
 TV0179  PR          -  17 40 46.82197(N)    064 54 01.02589(W) AD(       ) 3
 TV0179
 TV0179.Superseded values are not recommended for survey control.
 TV0179
 TV0179.NGS no longer adjusts projects to the PR datum.
 TV0179.See file dsdata.pdf to determine how the superseded data were derived.
 TV0179
 TV0179_MARKER: 14 = NAVIGATION LIGHT
 TV0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0179
 TV0179  HISTORY     - Date     Condition        Report By
 TV0179  HISTORY     - 1980     FIRST OBSERVED   NOS
 TV0179
 TV0179                          STATION DESCRIPTION
 TV0179
 TV0179'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0179'THE STATION IS THE LIGHT ATOP THE SOUTHWEST
 TV0179'CAPE NAVIGATION LIGHT, A 4 LEG STEEL STRUCTURE APPROXIMATELY
 TV0179'40 FEET IN HEIGHT, WITH A SMALL ENCLOSURE ON WEST SIDE AND BELOW
 TV0179'THE LIGHT THAT HOUSES A THEODOLITE STAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0178 ***********************************************************************
 TV0178  DESIGNATION -  SPRAT
 TV0178  PID         -  TV0178
 TV0178  STATE/COUNTY-  VQ/ST CROIX
 TV0178  COUNTRY     -  US
 TV0178  USGS QUAD   -  FREDERIKSTED (2013)
 TV0178
 TV0178                         *CURRENT SURVEY CONTROL
 TV0178  ______________________________________________________________________
 TV0178* NAD 83(1997) POSITION- 17 44 43.79865(N) 064 53 39.34946(W)   ADJUSTED
 TV0178* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0178  ______________________________________________________________________
 TV0178  GEOID HEIGHT    -        -42.152 (meters)                     GEOID18
 TV0178  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC18
 TV0178  HORZ ORDER      -  THIRD
 TV0178
 TV0178.The horizontal coordinates were established by classical geodetic methods
 TV0178.and adjusted by the National Geodetic Survey in May 1997.
 TV0178
 TV0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0178
 TV0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0178.GEOID18 height accuracy estimate available here.
 TV0178
 TV0178.Click photographs - Photos may exist for this station.
 TV0178
 TV0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0178
 TV0178. The following values were computed from the NAD 83(1997) position.
 TV0178
 TV0178;                    North         East     Units Scale Factor Converg.
 TV0178;SPC PRVI     -   190,964.468   363,230.320   MT  1.00002994   +0 28 53.6
 TV0178;UTM  20      - 1,963,041.178   299,152.588   MT  1.00009877   -0 34 39.2
 TV0178
 TV0178:                Primary Azimuth Mark                     Grid Az
 TV0178:SPC PRVI     -  51197 AZ MK                              184 03 43.6
 TV0178:UTM  20      -  51197 AZ MK                              185 07 16.4
 TV0178
 TV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9915263041(NAD 83)
 TV0178
 TV0178|---------------------------------------------------------------------|
 TV0178| PID    Reference Object                     Distance      Geod. Az  |
 TV0178|                                                           dddmmss.s |
 TV0178| TV0177 BUTLER BAY                          242.431 METERS 00704     |
 TV0178| TV0180 51197 AZ MK                         APPROX. 7.5 KM 1843237.2 |
 TV0178|---------------------------------------------------------------------|
 TV0178
 TV0178                          SUPERSEDED SURVEY CONTROL
 TV0178
 TV0178  NAD 83(1993)-  17 44 43.79695(N)    064 53 39.35936(W) AD(       ) 3
 TV0178  NAD 83(1986)-  17 44 43.78046(N)    064 53 39.33690(W) AD(       ) 3
 TV0178  PR          -  17 44 50.87680(N)    064 53 40.81057(W) AD(       ) 3
 TV0178  LMSL    (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 TV0178
 TV0178.Superseded values are not recommended for survey control.
 TV0178
 TV0178.NGS no longer adjusts projects to the PR datum.
 TV0178.See file dsdata.pdf to determine how the superseded data were derived.
 TV0178
 TV0178_MARKER: DD = SURVEY DISK
 TV0178_SETTING: 66 = SET IN ROCK OUTCROP
 TV0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV0178
 TV0178  HISTORY     - Date     Condition        Report By
 TV0178  HISTORY     - 1980     MONUMENTED       NOS
 TV0178  HISTORY     - 19950427 GOOD             USPSQD
 TV0178
 TV0178                          STATION DESCRIPTION
 TV0178
 TV0178'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0178'THE STATION IS LOCATED ON THE WEST END OF ST CROIX BETWEEN BUTLER
 TV0178'BAY AND SPRAT HALL.
 TV0178'
 TV0178'TO REACH THE STATION FROM THE FREDERIKSTED PIER GO EAST FOR
 TV0178'1 BLOCK TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 3.9 KM
 TV0178'(2.45 MI) TO THE BURBANKS RESIDENCE ON THE RIGHT AND STATION
 TV0178'ON ROCKY SHORELINE TO LEFT, APPROXIMATELY 35 METERS NORTH OF
 TV0178'A CONCRETE WALL ON EDGE OF ROAD.
 TV0178'
 TV0178'THE STATION IS A STANDARD NOS DISK
 TV0178'STAMPED---SPRAT 1980---,
 TV0178'CEMENTED IN A MASS OF CONCRETE IN THE ROCK, FLUSH.
 TV0178'IT IS LOCATED
 TV0178'19 METERS (62.4 FT) WEST FROM THE WEST EDGE OF ROAD AND
 TV0178'2.0 METERS (6.5 FT) EAST FROM THE EDGE OF SHORELINE.
 TV0178'
 TV0178'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 TV0178
 TV0178                          STATION RECOVERY (1995)
 TV0178
 TV0178'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0528 ***********************************************************************
 TV0528  DESIGNATION -  SPRAT 1918
 TV0528  PID         -  TV0528
 TV0528  STATE/COUNTY-  VQ/ST THOMAS
 TV0528  COUNTRY     -  US
 TV0528  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0528
 TV0528                         *CURRENT SURVEY CONTROL
 TV0528  ______________________________________________________________________
 TV0528* NAD 83(1997) POSITION- 18 19 03.31408(N) 064 56 25.46351(W)   NO CHECK
 TV0528* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0528  ______________________________________________________________________
 TV0528  GEOID HEIGHT    -        -42.215 (meters)                     GEOID18
 TV0528  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 TV0528  HORZ ORDER      -  THIRD
 TV0528
 TV0528.The horizontal coordinates were established by classical geodetic methods
 TV0528.and adjusted by the National Geodetic Survey in May 1997.
 TV0528
 TV0528.No horizontal observational check was made to the station.
 TV0528
 TV0528.The orthometric height was scaled from a topographic map.
 TV0528
 TV0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0528.GEOID18 height accuracy estimate available here.
 TV0528
 TV0528.Click photographs - Photos may exist for this station.
 TV0528
 TV0528.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0528
 TV0528. The following values were computed from the NAD 83(1997) position.
 TV0528
 TV0528;                    North         East     Units Scale Factor Converg.
 TV0528;SPC PRVI     -   254,241.208   357,820.406   MT  0.99999502   +0 28 01.6
 TV0528;UTM  20      - 2,026,414.426   294,922.663   MT  1.00011996   -0 36 36.2
 TV0528
 TV0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9492226414(NAD 83)
 TV0528
 TV0528                          SUPERSEDED SURVEY CONTROL
 TV0528
 TV0528  NAD 83(1993)-  18 19 03.31338(N)    064 56 25.47095(W) AD(       ) 3
 TV0528  NAD 83(1986)-  18 19 03.28278(N)    064 56 25.43411(W) AD(       ) 3
 TV0528  PR          -  18 19 10.44516(N)    064 56 26.91339(W) AD(       ) 3
 TV0528
 TV0528.Superseded values are not recommended for survey control.
 TV0528
 TV0528.NGS no longer adjusts projects to the PR datum.
 TV0528.See file dsdata.pdf to determine how the superseded data were derived.
 TV0528
 TV0528_MARKER: Z = SEE DESCRIPTION
 TV0528_SETTING: 0 = UNSPECIFIED SETTING
 TV0528
 TV0528  HISTORY     - Date     Condition        Report By
 TV0528  HISTORY     - 1918     MONUMENTED       CGS
 TV0528  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0528  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0528  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TV0528  HISTORY     - 1972     GOOD             NGS
 TV0528
 TV0528                          STATION DESCRIPTION
 TV0528
 TV0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0528'THIS STATION IS LOCATED ON THE SE CORNER OF WATER ISLAND ON
 TV0528'WHAT IS KNOWN AS SPRAT POINT.  IT IS ON A BALD ROCKY
 TV0528'PROMONTORY ABOUT 50 FEET HIGH.
 TV0528'
 TV0528'FROM THE CENTER OF THE STATION FRENCHMANS CAP SHOWS JUST INSIDE
 TV0528'THE RIGHT TANGENT OF BUCK ISLAND.  THE RIGHT TANGENT OF GREEN
 TV0528'CAY IS JUST OUTSIDE OF THE LONG POINT BEYOND.
 TV0528'
 TV0528'MARKED BY REGULATION BRASS DISK WEDGED IN A DRILL HOLE OF
 TV0528'A BOULDER.
 TV0528
 TV0528                          STATION RECOVERY (1923)
 TV0528
 TV0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0528'STATION WAS FOUND AS DESCRIBED.  LANDING VERY DIFFICULT.  SHOULD
 TV0528'BE APPROACHED FROM WESTWARD.
 TV0528
 TV0528                          STATION RECOVERY (1965)
 TV0528
 TV0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JMC)
 TV0528'STATION SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION WAS NOT
 TV0528'ADEQUATE FOR RECOVERY.  ROCKY POINT HAS BEEN BADLY ERODED
 TV0528'BY WAVE ACTION.
 TV0528
 TV0528                          STATION RECOVERY (1966)
 TV0528
 TV0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JPR)
 TV0528'STATION RECOVERED AS DESCRIBED.  STATION WAS FOUND IN
 TV0528'GOOD CONDITION.
 TV0528
 TV0528                          STATION RECOVERY (1972)
 TV0528
 TV0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CHN)
 TV0528'STATION RECOVERED AS DESCRIBED BY O.W.S. IN 1918 IN GOOD
 TV0528'CONDITION.  LANDING MUST BE MADE ON SPRAT POINT BECAUSE STATION
 TV0528'CANNOT BE APPROACHED FROM OTHER PARTS OF WATER ISLAND DUE TO CLIFF
 TV0528'ABOVE POINT ON WHICH STATION IS LOCATED.
 TV0528'
 TV0528'LANDING SHOULD BE MADE BY SKIFF FROM THE WESTWARD IN PERIODS OF CALM
 TV0528'WITH ALMOST NO SWELLS RUNNING.  LANDING IS DIFFICULT BUT CAN BE
 TV0528'ACCOMPLISHED AT THESE TIMES IF CARE IS TAKEN.
 TV0528'
 TV0528'NO REFERENCE MARKS WERE DESCRIBED BY O.W.S. IN 1918.
 TV0528'
 TV0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH
 TV0528'SOUTHWEST OF CHARLOTTE AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0171 ***********************************************************************
 TV0171  DESIGNATION -  SPRAT HALL MILL
 TV0171  PID         -  TV0171
 TV0171  STATE/COUNTY-  VQ/ST CROIX
 TV0171  COUNTRY     -  US
 TV0171  USGS QUAD   -  FREDERIKSTED (2013)
 TV0171
 TV0171                         *CURRENT SURVEY CONTROL
 TV0171  ______________________________________________________________________
 TV0171* NAD 83(1997) POSITION- 17 44 23.46757(N) 064 53 22.38157(W)   ADJUSTED
 TV0171  ______________________________________________________________________
 TV0171  GEOID HEIGHT    -        -42.029 (meters)                     GEOID18
 TV0171  LAPLACE CORR    -          5.26  (seconds)                    DEFLEC18
 TV0171  HORZ ORDER      -  THIRD
 TV0171
 TV0171.The horizontal coordinates were established by classical geodetic methods
 TV0171.and adjusted by the National Geodetic Survey in May 1997.
 TV0171
 TV0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0171.GEOID18 height accuracy estimate available here.
 TV0171
 TV0171.Click photographs - Photos may exist for this station.
 TV0171
 TV0171.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0171
 TV0171. The following values were computed from the NAD 83(1997) position.
 TV0171
 TV0171;                    North         East     Units Scale Factor Converg.
 TV0171;SPC PRVI     -   190,343.626   363,735.461   MT  1.00003078   +0 28 58.9
 TV0171;UTM  20      - 1,962,411.063   299,646.201   MT  1.00009632   -0 34 33.4
 TV0171
 TV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9964662411(NAD 83)
 TV0171
 TV0171                          SUPERSEDED SURVEY CONTROL
 TV0171
 TV0171  NAD 83(1993)-  17 44 23.46597(N)    064 53 22.39128(W) AD(       ) 3
 TV0171  NAD 83(1986)-  17 44 23.44982(N)    064 53 22.37258(W) AD(       ) 3
 TV0171  PR          -  17 44 30.54553(N)    064 53 23.84309(W) AD(       ) 3
 TV0171
 TV0171.Superseded values are not recommended for survey control.
 TV0171
 TV0171.NGS no longer adjusts projects to the PR datum.
 TV0171.See file dsdata.pdf to determine how the superseded data were derived.
 TV0171
 TV0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0171
 TV0171  HISTORY     - Date     Condition        Report By
 TV0171  HISTORY     - UNK      MONUMENTED
 TV0171  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TV0171  HISTORY     - 1980     GOOD             NOS
 TV0171
 TV0171                          STATION DESCRIPTION
 TV0171
 TV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0171'STATION IS IN PLACE.
 TV0171
 TV0171                          STATION RECOVERY (1980)
 TV0171
 TV0171'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0171'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0198 ***********************************************************************
 TV0198  DESIGNATION -  SPRING GARDEN MILL
 TV0198  PID         -  TV0198
 TV0198  STATE/COUNTY-  VQ/ST CROIX
 TV0198  COUNTRY     -  US
 TV0198  USGS QUAD   -  BARON BLUFF (2013)
 TV0198
 TV0198                         *CURRENT SURVEY CONTROL
 TV0198  ______________________________________________________________________
 TV0198* NAD 83(1997) POSITION- 17 45 23.57408(N) 064 51 42.55826(W)   ADJUSTED
 TV0198  ______________________________________________________________________
 TV0198  GEOID HEIGHT    -        -42.079 (meters)                     GEOID18
 TV0198  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 TV0198  HORZ ORDER      -  THIRD
 TV0198
 TV0198.The horizontal coordinates were established by classical geodetic methods
 TV0198.and adjusted by the National Geodetic Survey in May 1997.
 TV0198
 TV0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0198.GEOID18 height accuracy estimate available here.
 TV0198
 TV0198.Click photographs - Photos may exist for this station.
 TV0198
 TV0198.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0198
 TV0198. The following values were computed from the NAD 83(1997) position.
 TV0198
 TV0198;                    North         East     Units Scale Factor Converg.
 TV0198;SPC PRVI     -   192,216.529   366,660.469   MT  1.00002833   +0 29 30.1
 TV0198;UTM  20      - 1,964,229.677   302,605.511   MT  1.00008177   -0 34 04.8
 TV0198
 TV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0260564229(NAD 83)
 TV0198
 TV0198                          SUPERSEDED SURVEY CONTROL
 TV0198
 TV0198  NAD 83(1993)-  17 45 23.57248(N)    064 51 42.56796(W) AD(       ) 3
 TV0198  NAD 83(1986)-  17 45 23.55717(N)    064 51 42.54911(W) AD(       ) 3
 TV0198  PR          -  17 45 30.65453(N)    064 51 44.02241(W) AD(       ) 3
 TV0198
 TV0198.Superseded values are not recommended for survey control.
 TV0198
 TV0198.NGS no longer adjusts projects to the PR datum.
 TV0198.See file dsdata.pdf to determine how the superseded data were derived.
 TV0198
 TV0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0198
 TV0198  HISTORY     - Date     Condition        Report By
 TV0198  HISTORY     - UNK      MONUMENTED
 TV0198  HISTORY     - 1980     GOOD             NOS
 TV0198
 TV0198                          STATION DESCRIPTION
 TV0198
 TV0198'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0198'THE STATION SITE WAS NOT VISITED, BUT THE MILL IS VISABLE FROM
 TV0198'SCENIC ROAD.  IT HAS NO ROOF OR DEFINITE CENTER POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1536 ***********************************************************************
 TV1536  SACS        -  This is a Secondary Airport Control Station.
 TV1536  DESIGNATION -  ST CROIX APT AP STA B
 TV1536  PID         -  TV1536
 TV1536  STATE/COUNTY-  VQ/ST CROIX
 TV1536  COUNTRY     -  US
 TV1536  USGS QUAD   -  LONG POINT (2013)
 TV1536
 TV1536                         *CURRENT SURVEY CONTROL
 TV1536  ______________________________________________________________________
 TV1536* NAD 83(2011) POSITION- 17 42 09.31371(N) 064 47 17.30046(W)   ADJUSTED
 TV1536* NAD 83(2011) ELLIP HT-   -34.770 (meters)        (06/27/12)   ADJUSTED
 TV1536* NAD 83(2011) EPOCH   -  2010.00
 TV1536* VIVD09  ORTHO HEIGHT -     6.390 (meters)       20.96  (feet) ADJUSTED
 TV1536  ______________________________________________________________________
 TV1536  GEOID HEIGHT    -        -41.280 (meters)                     GEOID18
 TV1536  NAD 83(2011) X  -  2,589,010.522 (meters)                     COMP
 TV1536  NAD 83(2011) Y  - -5,498,972.323 (meters)                     COMP
 TV1536  NAD 83(2011) Z  -  1,927,041.459 (meters)                     COMP
 TV1536  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 TV1536  VERT ORDER      -  SECOND    CLASS I
 TV1536
 TV1536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1536  Standards:
 TV1536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1536  -------------------------------------------------------------------
 TV1536  NETWORK    3.07   5.53           1.11   1.37   2.82     -0.14709775
 TV1536  -------------------------------------------------------------------
 TV1536  Click here for local accuracies and other accuracy information.
 TV1536
 TV1536.This mark is at Alexander Hamilton Airport (STX)
 TV1536
 TV1536.The horizontal coordinates were established by GPS observations
 TV1536.and adjusted by the National Geodetic Survey in June 2012.
 TV1536
 TV1536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1536.been affixed to the stable North American tectonic plate. See 
 TV1536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1536
 TV1536.The horizontal coordinates are valid at the epoch date displayed above
 TV1536.which is a decimal equivalence of Year/Month/Day.
 TV1536
 TV1536.The orthometric height was determined by differential leveling and
 TV1536.adjusted by the NATIONAL GEODETIC SURVEY
 TV1536.in April 2012.
 TV1536
 TV1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1536.GEOID18 height accuracy estimate available here.
 TV1536
 TV1536.Click photographs - Photos may exist for this station.
 TV1536
 TV1536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1536
 TV1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1536
 TV1536.The ellipsoidal height was determined by GPS observations
 TV1536.and is referenced to NAD 83.
 TV1536
 TV1536. The following values were computed from the NAD 83(2011) position.
 TV1536
 TV1536;                    North         East     Units Scale Factor Converg.
 TV1536;SPC PRVI     -   186,312.926   374,528.052   MT  1.00003655   +0 30 53.1
 TV1536;UTM  20      - 1,958,181.466   310,362.861   MT  1.00004465   -0 32 38.0
 TV1536
 TV1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1536!SPC PRVI     -   1.00000547  x   1.00003655  =   1.00004202
 TV1536!UTM  20      -   1.00000547  x   1.00004465  =   1.00005012
 TV1536
 TV1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1036258181(NAD 83)
 TV1536
 TV1536                          SUPERSEDED SURVEY CONTROL
 TV1536
 TV1536  NAD 83(2007)-  17 42 09.31266(N)    064 47 17.30543(W) AD(2002.00) 0
 TV1536  ELLIP H (02/10/07)  -34.783  (m)                       GP(2002.00)    
 TV1536  ELLIP H (11/29/04)  -34.755  (m)                       GP(       ) 5 1
 TV1536  NAD 83(2002)-  17 42 09.31324(N)    064 47 17.30528(W) AD(       ) 1
 TV1536  ELLIP H (10/13/04)  -34.499  (m)                       GP(       ) 4 2
 TV1536  NAD 83(1997)-  17 42 09.31197(N)    064 47 17.31134(W) AD(       ) 1
 TV1536  ELLIP H (05/12/97)  -34.579  (m)                       GP(       ) 4 2
 TV1536  NAD 83(1996)-  17 42 09.31152(N)    064 47 17.31129(W) AD(       ) 1
 TV1536  ELLIP H (12/30/96)  -34.833  (m)                       GP(       ) 4 1
 TV1536  NAD 83(1993)-  17 42 09.31019(N)    064 47 17.32128(W) AD(       ) B
 TV1536  ELLIP H (01/13/94)  -34.431  (m)                       GP(       ) 4 1
 TV1536  LMSL    (05/12/97)    6.50   (m)  GEOID96  model used  GPS OBS        
 TV1536  LMSL    (12/30/96)    7.55   (m)  EGM96    model used  GPS OBS        
 TV1536  LMSL                  6.51   (m)           21.4    (f) LEVELING    3  
 TV1536
 TV1536.Superseded values are not recommended for survey control.
 TV1536
 TV1536.NGS no longer adjusts projects to the PR datum.
 TV1536.See file dsdata.pdf to determine how the superseded data were derived.
 TV1536
 TV1536_MARKER: DT = TOPOGRAPHIC STATION DISK
 TV1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV1536_STAMPING: AP 1965 STA B
 TV1536_MARK LOGO: CGS
 TV1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1536+STABILITY: SURFACE MOTION
 TV1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1536+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 TV1536
 TV1536  HISTORY     - Date     Condition        Report By
 TV1536  HISTORY     - 1965     MONUMENTED       CGS
 TV1536  HISTORY     - 19930330 GOOD             NGS
 TV1536  HISTORY     - 19960326 GOOD             NGS
 TV1536  HISTORY     - 20070801 GOOD             NGS
 TV1536  HISTORY     - 20100526 GOOD             PB
 TV1536
 TV1536                          STATION DESCRIPTION
 TV1536
 TV1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TV1536'THE STATION IS LOCATED ON THE EAST PART OF THE ALEXANDER HAMILTON
 TV1536'AIRPORT, ST CROIX, USVI.
 TV1536'IT IS LOCATED 39.81 M (130.61 FT) WEST-SOUTHWEST OF THE TAXIWAY
 TV1536'CENTERLINE LEADING TO END 27, 38.25 M (125.49 FT) SOUTH-SOUTHEAST OF
 TV1536'THE RUNWAY CENTERLINE, 15.27 M (50.10 FT) SOUTH-SOUTHEAST OF THE
 TV1536'SOUTHEAST EDGE OF THE RUNWAY, 13.53 M (44.39 FT) EAST-SOUTHEAST OF
 TV1536'THE SOUTHEAST CORNER OF THE BASE OF TAXIWAY SIGN A, 15.27 M
 TV1536'(50.10 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT, 20.06 M (65.81 FT)
 TV1536'NORTHWEST OF THE NORTHWEST CORNER OF A 6X6 FOOT CONCRETE BASE FOR A
 TV1536'CABLE VAULT AND 38.71 M (127.00 FT) NORTH-NORTHWEST OF A LINE OF
 TV1536'PROLONGATION FOR THE HOLD BAR.
 TV1536
 TV1536                          STATION RECOVERY (1993)
 TV1536
 TV1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TV1536'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT NEAR RUNWAY END
 TV1536'27.  IT IS LOCATED 130.6 FT (39.8 M) WEST-SOUTHWEST OF THE TAXIWAY
 TV1536'CENTERLINE LEADING TO END 27, 125.5 FT (38.3 M) SOUTH-SOUTHEAST OF THE
 TV1536'RUNWAY CENTERLINE, 50.1 FT (15.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 TV1536'EDGE OF THE RUNWAY 44.4 FT (13.5 M) EAST-SOUTHEAST OF THE SOUTHEAST
 TV1536'CORNER OF THE BASE OF TAXIWAY A SIGN, 50.1 FT (15.3 M) SOUTHEAST OF
 TV1536'THE FIRST RUNWAY LIGHT, 65.8 FT (20.1 M) NORTHWEST OF THE NORTHWEST
 TV1536'CORNER OF A 6 FT (1.8 M) X 6 FT (1.8 M) CONCRETE BASE FOR A CABLE
 TV1536'VAULT, AND 127 FT (38.7 M) NORTH-NORTHWEST OF A LINE OF PROLONGATION
 TV1536'FOR THE HOLD BAR.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 TV1536'AP 1965 STA B AND SET IN THE TOP OF A CONCRETE POST THAT IS 0.7 FT
 TV1536'(21.3 CM) BELOW THE SURFACE OF THE GROUND.
 TV1536
 TV1536                          STATION RECOVERY (1996)
 TV1536
 TV1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 TV1536'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED AT THE ALEXANDER
 TV1536'HAMILTON AIRPORT, ST CROIX, U.S.  VIRGIN ISLANDS, IN THE SOUTHWEST
 TV1536'QUADRANT OF THE JUNCTION OF RUNWAY 27 AND THE CONNECTOR TAXI TO RUNWAY
 TV1536'END 27.  OWNERSHIP--VIRGIN ISLANDS PORT AUTHORITY, P.O.  BOX 1134, ST
 TV1536'CROIX, U.S.  VIRGIN ISLANDS.  JEFF LAWLOR IS SENIOR ENGINEER OF THE
 TV1536'AIRPORT.  PHONE 809-778-1012, FAX 809-778-1033.  CONTACT HIM FOR
 TV1536'PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR ESCORT IF NEEDED.
 TV1536'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST RECESSED
 TV1536'25 CM BELOW THE GROUND SURFACE.  THE SOUTH SIDE OF THE POST HAS BEEN
 TV1536'HIT (POSSIBLY BY A BLADE DURING DRAINAGE DITCH CONSTRUCTION) AND SOME
 TV1536'OF THE CONCRETE IS MISSING BUT THE STATION IS STABLE AND IN GOOD
 TV1536'CONDITION.  IT IS 39.8 M (130.6 FT) WEST-SOUTHWEST OF THE TAXI
 TV1536'CENTERLINE LEADING TO THE RUNWAY END, 38.1 M (125.0 FT) SOUTH 0F THE
 TV1536'RUNWAY CENTER, 13.3 M (43.6 FT) SOUTH OF THE CENTER OF A 0.2 M (0.7
 TV1536'FT) X 0.3 M (1.0 FT) STEEL PLATE AT THE CURVED SOUTH EDGE OF THE
 TV1536'RUNWAY, 13.5 M (44.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TV1536'BASE OF TAXI SIGN A, 15.3 M (50.2 FT) SOUTHEAST OF THE FIRST RUNWAY
 TV1536'LIGHT FROM THE END, 20.1 M (65.9 FT) NORTHWEST OF THE NORTHWEST CORNER
 TV1536'OF A 6X6 FOOT SQUARE CONCRETE BASE FOR A CABLE VAULT, AND 37.1 M
 TV1536'(121.7 FT) NORTH OF CENTER OF THE EXTENSION OF THE STOP LINE.
 TV1536'DESCRIBED BY D.G.  AUG
 TV1536
 TV1536                          STATION RECOVERY (2007)
 TV1536
 TV1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 TV1536'RECOVERED AS DESCRIBED.
 TV1536
 TV1536                          STATION RECOVERY (2010)
 TV1536
 TV1536'RECOVERY NOTE BY PBS&J 2010 (RDM)
 TV1536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1535 ***********************************************************************
 TV1535  SACS        -  This is a Secondary Airport Control Station.
 TV1535  DESIGNATION -  ST CROIX APT ARP STX
 TV1535  PID         -  TV1535
 TV1535  STATE/COUNTY-  VQ/ST CROIX
 TV1535  COUNTRY     -  US
 TV1535  USGS QUAD   -  LONG POINT (2013)
 TV1535
 TV1535                         *CURRENT SURVEY CONTROL
 TV1535  ______________________________________________________________________
 TV1535* NAD 83(2011) POSITION- 17 42 05.66903(N) 064 47 52.96240(W)   ADJUSTED
 TV1535* NAD 83(2011) ELLIP HT-   -30.220 (meters)        (06/27/12)   ADJUSTED
 TV1535* NAD 83(2011) EPOCH   -  2010.00
 TV1535* VIVD09  ORTHO HEIGHT -    10.972 (meters)       36.00  (feet) ADJUSTED
 TV1535  ______________________________________________________________________
 TV1535  GEOID HEIGHT    -        -41.288 (meters)                     GEOID18
 TV1535  NAD 83(2011) X  -  2,588,076.097 (meters)                     COMP
 TV1535  NAD 83(2011) Y  - -5,499,454.615 (meters)                     COMP
 TV1535  NAD 83(2011) Z  -  1,926,936.098 (meters)                     COMP
 TV1535  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 TV1535  VERT ORDER      -  SECOND    CLASS I
 TV1535
 TV1535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1535  Standards:
 TV1535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1535  -------------------------------------------------------------------
 TV1535  NETWORK    2.66   5.21           1.01   1.16   2.66     -0.05757891
 TV1535  -------------------------------------------------------------------
 TV1535  Click here for local accuracies and other accuracy information.
 TV1535
 TV1535.This mark is at Alexander Hamilton Airport (STX)
 TV1535
 TV1535.The horizontal coordinates were established by GPS observations
 TV1535.and adjusted by the National Geodetic Survey in June 2012.
 TV1535
 TV1535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1535.been affixed to the stable North American tectonic plate. See 
 TV1535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1535
 TV1535.The horizontal coordinates are valid at the epoch date displayed above
 TV1535.which is a decimal equivalence of Year/Month/Day.
 TV1535
 TV1535.The orthometric height was determined by differential leveling and
 TV1535.adjusted by the NATIONAL GEODETIC SURVEY
 TV1535.in April 2012.
 TV1535
 TV1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1535.GEOID18 height accuracy estimate available here.
 TV1535
 TV1535.Click photographs - Photos may exist for this station.
 TV1535
 TV1535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1535
 TV1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1535
 TV1535.The ellipsoidal height was determined by GPS observations
 TV1535.and is referenced to NAD 83.
 TV1535
 TV1535. The following values were computed from the NAD 83(2011) position.
 TV1535
 TV1535;                    North         East     Units Scale Factor Converg.
 TV1535;SPC PRVI     -   186,191.463   373,478.207   MT  1.00003672   +0 30 42.0
 TV1535;UTM  20      - 1,958,079.418   309,310.940   MT  1.00004959   -0 32 48.8
 TV1535
 TV1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1535!SPC PRVI     -   1.00000475  x   1.00003672  =   1.00004147
 TV1535!UTM  20      -   1.00000475  x   1.00004959  =   1.00005434
 TV1535
 TV1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0931058079(NAD 83)
 TV1535
 TV1535                          SUPERSEDED SURVEY CONTROL
 TV1535
 TV1535  NAD 83(2007)-  17 42 05.66798(N)    064 47 52.96737(W) AD(2002.00) 0
 TV1535  ELLIP H (02/10/07)  -30.233  (m)                       GP(2002.00)    
 TV1535  NAD 83(2002)-  17 42 05.66810(N)    064 47 52.96702(W) AD(       ) 1
 TV1535  ELLIP H (10/13/04)  -30.212  (m)                       GP(       ) 4 2
 TV1535  NAD 83(1997)-  17 42 05.66682(N)    064 47 52.97308(W) AD(       ) 1
 TV1535  ELLIP H (05/12/97)  -30.293  (m)                       GP(       ) 4 2
 TV1535  NAD 83(1996)-  17 42 05.66714(N)    064 47 52.97380(W) AD(       ) 1
 TV1535  ELLIP H (12/30/96)  -30.278  (m)                       GP(       ) 4 1
 TV1535  NAD 83(1993)-  17 42 05.66504(N)    064 47 52.98302(W) AD(       ) B
 TV1535  ELLIP H (01/13/94)  -30.145  (m)                       GP(       ) 4 1
 TV1535  LMSL    (05/12/97)   10.80   (m)  GEOID96  model used  GPS OBS        
 TV1535  LMSL    (12/30/96)   12.11   (m)  EGM96    model used  GPS OBS        
 TV1535  LMSL                 11.11   (m)           36.5    (f) LEVELING    3  
 TV1535
 TV1535.Superseded values are not recommended for survey control.
 TV1535
 TV1535.NGS no longer adjusts projects to the PR datum.
 TV1535.See file dsdata.pdf to determine how the superseded data were derived.
 TV1535
 TV1535_MARKER: DT = TOPOGRAPHIC STATION DISK
 TV1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV1535_STAMPING: ARP 1965
 TV1535_MARK LOGO: CGS
 TV1535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TV1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1535+STABILITY: SURFACE MOTION
 TV1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1535+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 TV1535
 TV1535  HISTORY     - Date     Condition        Report By
 TV1535  HISTORY     - 1965     MONUMENTED       CGS
 TV1535  HISTORY     - 19930330 GOOD             NGS
 TV1535  HISTORY     - 19960326 GOOD             NGS
 TV1535  HISTORY     - 20070724 GOOD             NGS
 TV1535
 TV1535                          STATION DESCRIPTION
 TV1535
 TV1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TV1535'THE STATION IS LOCATED AT THE MIDSECTION OF THE ALEXANDER HAMILTON
 TV1535'AIRPORT, ST CROIX, USVI.
 TV1535'IT IS LOCATED 16.76 M (54.99 FT) SOUTH OF THE SOUTH EDGE OF THE
 TV1535'RUNWAY, 17.13 M (56.20 FT) SOUTHWEST OF THE CENTER ONE OF THREE
 TV1535'RUNWAY LIGHTS, 24.51 M (80.41 FT) NORTHWEST OF THE CENTER OF TAXIWAY
 TV1535'SIGN EF AND 30.24 M (99.21 FT) EAST OF TAXIWAY SIGN E.
 TV1535
 TV1535                          STATION RECOVERY (1993)
 TV1535
 TV1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TV1535'THIS STATION IS LOCATED IN THE MIDSECTION OF THE ALEXANDER HAMILTON
 TV1535'AIRPORT, IN A GRASSY TRIANGLE AREA FORMED BY THE RUNWAY AND TWO
 TV1535'TAXIWAYS.  THE STATION IS LOCATED 55.0 FT (16.8 M) SOUTH OF THE SOUTH
 TV1535'EDGE OF THE RUNWAY, 56.2 FT (17.1 M) SOUTHWEST OF THE CENTER 1 OF 3
 TV1535'RUNWAY LIGHTS, 80.4 FT (24.5 M) NORTHWEST OF THE CENTER OF A TAXIWAY
 TV1535'SIGN (E F), AND 99.2 FT (30.2 M) EAST OF A TAXIWAY SIGN (E).  THE
 TV1535'STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED ARP 1965, SET IN THE
 TV1535'TOP OF AN 8 INCH CONCRETE POST AND ABOUT 1 INCH BELOW THE SURFACE.
 TV1535
 TV1535                          STATION RECOVERY (1996)
 TV1535
 TV1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 TV1535'NOTE--THIS IS A SAC STATION.  THE STATION IS LOCATED AT THE ALEXANDER
 TV1535'HAMILTON AIRPORT, ST CROIX, U.S.  VIRGIN ISLANDS, ALONG THE SOUTH SIDE
 TV1535'OF THE RUNWAY, JUST WEST OF THE CENTER OF A TRIANGULAR SHAPED GRASS
 TV1535'ISLAND FORMED BY THE JUNCTION OF THE RUNWAY AND TAXIS E AND F, AND
 TV1535'NEAR MIDFIELD.  OWNERSHIP--VIRGIN ISLANDS PORT AUTHORITY, P.O. BOX
 TV1535'1134, ST CROIX, U.S.  VIRGIN ISLANDS.  JEFF LAWLOR IS SENIOR ENGINEER
 TV1535'OF THE AIRPORT.  PHONE 809-778-1012, FAX 809-778-1033. CONTACT HIM FOR
 TV1535'PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR ESCORT IF NEEDED.
 TV1535'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST RECESSED
 TV1535'5 CM BELOW THE GROUND SURFACE.  IT IS 16.5 M (54.1 FT) SOUTH OF THE
 TV1535'SOUTH EDGE OF THE RUNWAY, 17.1 M (56.1 FT) SOUTHWEST OF THE CENTER ONE
 TV1535'OF THREE RUNWAY LIGHTS ON THE GRASS ISLAND, 17.8 M (58.4 FT) NORTHWEST
 TV1535'OF THE CENTER OF RUNWAY AND TAXI SIGN 9-27 E, AND 30.2 M (99.1 FT)
 TV1535'EAST-SOUTHEAST OF THE CENTER OF TAXI SIGN E.  DESCRIBED BY D.G.  AUG
 TV1535
 TV1535                          STATION RECOVERY (2007)
 TV1535
 TV1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 TV1535'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0159 ***********************************************************************
 TV0159  DESIGNATION -  ST CROIX N BASE
 TV0159  PID         -  TV0159
 TV0159  STATE/COUNTY-  VQ/ST CROIX
 TV0159  COUNTRY     -  US
 TV0159  USGS QUAD   -  LONG POINT (2013)
 TV0159
 TV0159                         *CURRENT SURVEY CONTROL
 TV0159  ______________________________________________________________________
 TV0159* NAD 83(1997) POSITION- 17 42 23.05259(N) 064 50 44.86353(W)   ADJUSTED
 TV0159* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0159  ______________________________________________________________________
 TV0159  GEOID HEIGHT    -        -41.415 (meters)                     GEOID18
 TV0159  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 TV0159  HORZ ORDER      -  THIRD
 TV0159
 TV0159.The horizontal coordinates were established by classical geodetic methods
 TV0159.and adjusted by the National Geodetic Survey in May 1997.
 TV0159
 TV0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0159
 TV0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0159.GEOID18 height accuracy estimate available here.
 TV0159
 TV0159.Click photographs - Photos may exist for this station.
 TV0159
 TV0159.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0159
 TV0159. The following values were computed from the NAD 83(1997) position.
 TV0159
 TV0159;                    North         East     Units Scale Factor Converg.
 TV0159;SPC PRVI     -   186,681.320   368,408.150   MT  1.00003594   +0 29 48.2
 TV0159;UTM  20      - 1,958,662.859   304,250.668   MT  1.00007377   -0 33 41.6
 TV0159
 TV0159:                Primary Azimuth Mark                     Grid Az
 TV0159:SPC PRVI     -  CARLTON MILL                             210 23 11.9
 TV0159:UTM  20      -  CARLTON MILL                             211 26 41.7
 TV0159
 TV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0425058662(NAD 83)
 TV0159
 TV0159|---------------------------------------------------------------------|
 TV0159| PID    Reference Object                     Distance      Geod. Az  |
 TV0159|                                                           dddmmss.s |
 TV0159| CE5634 ST CROIX N BASE RM 2                               01107     |
 TV0159| CE5635 ST CROIX N BASE RM 3                               02935     |
 TV0159| TV0148 PARADISE MILL                       APPROX. 3.2 KM 0911009.1 |
 TV0159| TV0155 BIG DIAMOND CHIMNEY                 APPROX. 2.1 KM 0962549.3 |
 TV0159| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 3.5 KM 1171213.7 |
 TV0159| CE5636 ST CROIX N BASE RM 4                 13.848 METERS 16405     |
 TV0159| TV0161 CARLTON MILL                        APPROX. 0.6 KM 2105300.1 |
 TV0159| TV0165 WYM CHIMNEY                         APPROX. 1.8 KM 2450631.2 |
 TV0159| TV0163 TWO WILLIAMS MILL                   APPROX. 1.0 KM 2674132.4 |
 TV0159| CE5633 ST CROIX N BASE RM 1                               27830     |
 TV0159|---------------------------------------------------------------------|
 TV0159
 TV0159                          SUPERSEDED SURVEY CONTROL
 TV0159
 TV0159  NAD 83(1993)-  17 42 23.05087(N)    064 50 44.87327(W) AD(       ) 3
 TV0159  NAD 83(1986)-  17 42 23.03425(N)    064 50 44.85353(W) AD(       ) 3
 TV0159  PR          -  17 42 30.12454(N)    064 50 46.32739(W) AD(       ) 3
 TV0159  LMSL    (07/19/86)   34.9    (m)          115.     (f) VERT ANG       
 TV0159
 TV0159.Superseded values are not recommended for survey control.
 TV0159
 TV0159.NGS no longer adjusts projects to the PR datum.
 TV0159.See file dsdata.pdf to determine how the superseded data were derived.
 TV0159
 TV0159_MARKER: Z = SEE DESCRIPTION
 TV0159_SETTING: 0 = UNSPECIFIED SETTING
 TV0159
 TV0159  HISTORY     - Date     Condition        Report By
 TV0159  HISTORY     - 1919     MONUMENTED       CGS
 TV0159  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0159  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0159
 TV0159                          STATION DESCRIPTION
 TV0159
 TV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0159'STATION IS NEAR THE SE CORNER OF A BRIDGE ON CENTER LINE
 TV0159'ROAD.  THE BRIDGE IS OVER THE STREAM THAT RUNS THROUGH
 TV0159'HOGENSBORG ESTATE ABOUT 200 METERS W OF ESTATE HOUSE.
 TV0159'
 TV0159'MARKED BY A STANDARD BRASS DISK IN AN 8-INCH SQUARE CEMENT
 TV0159'POST, 18 INCHES LONG, PROJECTING 6 INCHES ABOVE THE GROUND,
 TV0159'1 METER SW OF THE EASTERN CORNER POST OF THE S WALL OF
 TV0159'THE BRIDGE.  (SUBSURFACE MARK.)
 TV0159'
 TV0159'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN THE
 TV0159'FLAT-TOPPED PART OF THE N WALL OF THE BRIDGE AND ABOUT THE
 TV0159'MIDDLE OF THE BRIDGE.
 TV0159'
 TV0159'REFERENCE MARK NO.2 IS A BRASS DISK CEMENTED IN THE TOP OF
 TV0159'THE S WALL AT THE SMALL CURVE FORMING THE EASTERN END OF THE
 TV0159'WALL.  IT IS 1/2 METER FROM THE CORNER POST.
 TV0159'
 TV0159'REFERENCE MARK NO.3 IS A BRASS DISK CEMENTED IN THE WALL AT
 TV0159'THE W SIDE OF THE ENTRANCE TO HOGENSBORG ESTATE GROUNDS.  IT IS
 TV0159'0.15 METER W OF THE WESTERN POST OF THE ENTRANCE.
 TV0159'
 TV0159'TOP 4 BY 4 POLE - 4.24 METERS.
 TV0159'
 TV0159'TOP 2 BY 2 POLE - 1.56 METERS.
 TV0159
 TV0159                          STATION RECOVERY (1965)
 TV0159
 TV0159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0159'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 TV0159'MARKS NO.1, NO.2, AND NO.3 WERE DESTROYED BY CONSTRUCTION AND
 TV0159'OTHER ACTIVITY IN THE AREA.  REFERENCE MARK NO.4 WAS SEARCHED
 TV0159'FOR BUT NOT FOUND.
 TV0159'
 TV0159'TO REACH STATION FROM THE POST OFFICE IN FREDERIKSTED GO SOUTH
 TV0159'ON ASPHALT ROAD FOR 0.9 MILE, TURN EAST ON CENTERLINE ROAD FOR
 TV0159'2.1 MILES TO STATION ON RIGHT.  THE STATION IS 91 FT. EAST OF
 TV0159'THE CENTER OF SOUTH SIDE OF A BRIDGE, 21.8 FT. SOUTH OF THE
 TV0159'CENTERLINE OF CENTERLINE ROAD, 5.1 FT. SOUTHWEST OF SOUTHEAST
 TV0159'END OF BRIDGE WINGWALL, AND 4.5 FT. NORTHEAST OF A MIMOSA 8
 TV0159'INCHES IN DIAMETER.  THE MONUMENT IS ABOUT 2 INCHES BELOW THE
 TV0159'SURROUNDING SURFACE.
 TV0159
 TV0159                          STATION RECOVERY (1977)
 TV0159
 TV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0159'STATION DESTROYED DUE TO BRIDGE CONSTRUCTION.
 TV0159'
 TV0159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.4 MI. EAST
 TV0159'OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0156 ***********************************************************************
 TV0156  DESIGNATION -  ST CROIX S BASE RESET
 TV0156  PID         -  TV0156
 TV0156  STATE/COUNTY-  VQ/ST CROIX
 TV0156  COUNTRY     -  US
 TV0156  USGS QUAD   -  LONG POINT (2013)
 TV0156
 TV0156                         *CURRENT SURVEY CONTROL
 TV0156  ______________________________________________________________________
 TV0156* NAD 83(1997) POSITION- 17 41 04.37833(N) 064 49 53.63635(W)   ADJUSTED
 TV0156* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0156  ______________________________________________________________________
 TV0156  GEOID HEIGHT    -        -41.293 (meters)                     GEOID18
 TV0156  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 TV0156  HORZ ORDER      -  THIRD
 TV0156
 TV0156.The horizontal coordinates were established by classical geodetic methods
 TV0156.and adjusted by the National Geodetic Survey in May 1997.
 TV0156
 TV0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0156
 TV0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0156.GEOID18 height accuracy estimate available here.
 TV0156
 TV0156.Click photographs - Photos may exist for this station.
 TV0156
 TV0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0156
 TV0156. The following values were computed from the NAD 83(1997) position.
 TV0156
 TV0156;                    North         East     Units Scale Factor Converg.
 TV0156;SPC PRVI     -   184,275.737   369,938.782   MT  1.00003950   +0 30 04.2
 TV0156;UTM  20      - 1,956,229.345   305,736.669   MT  1.00006661   -0 33 23.6
 TV0156
 TV0156:                Primary Azimuth Mark                     Grid Az
 TV0156:SPC PRVI     -  MT PLEASANT                              023 01 08.6
 TV0156:UTM  20      -  MT PLEASANT                              024 04 36.4
 TV0156
 TV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0573656229(NAD 83)
 TV0156
 TV0156|---------------------------------------------------------------------|
 TV0156| PID    Reference Object                     Distance      Geod. Az  |
 TV0156|                                                           dddmmss.s |
 TV0156| TV0151 MT PLEASANT                         APPROX. 3.1 KM 0233112.8 |
 TV0156| CE5637 ST CROIX S BASE RM 1                               02646     |
 TV0156| TV0146 ADVENTURE MILL                      APPROX. 3.8 KM 0381809.6 |
 TV0156| TV0149 BETTYS HOPE CHIMNEY                 APPROX. 1.8 KM 0635022.8 |
 TV0156| TV0153 BREID WINDMILL                      APPROX. 1.1 KM 0711430.8 |
 TV0156| TV0127 KRAUSSE                             APPROX. 6.8 KM 0823655.0 |
 TV0156| CE5638 ST CROIX S BASE RM 2                               09009     |
 TV0156| CE5639 ST CROIX S BASE RM 3                               22608     |
 TV0156| TV0165 WYM CHIMNEY                         APPROX. 3.6 KM 2975534.5 |
 TV0156| TV0163 TWO WILLIAMS MILL                   APPROX. 3.5 KM 3130519.6 |
 TV0156| CE5640 ST CROIX S BASE RM 4                               31551     |
 TV0156| TV0161 CARLTON MILL                        APPROX. 2.6 KM 3160352.8 |
 TV0156| TV0160 HOGENSBORG CHIMNEY                  APPROX. 3.1 KM 3301412.1 |
 TV0156| TV0157 OLD PYE MILL                        APPROX. 2.1 KM 3495356.4 |
 TV0156|---------------------------------------------------------------------|
 TV0156
 TV0156                          SUPERSEDED SURVEY CONTROL
 TV0156
 TV0156  NAD 83(1993)-  17 41 04.37654(N)    064 49 53.64616(W) AD(       ) 3
 TV0156  NAD 83(1986)-  17 41 04.35997(N)    064 49 53.62629(W) AD(       ) 3
 TV0156  PR          -  17 41 11.44681(N)    064 49 55.10061(W) AD(       ) 3
 TV0156  LMSL    (07/19/86)    8.7    (m)           29.     (f) VERT ANG       
 TV0156
 TV0156.Superseded values are not recommended for survey control.
 TV0156
 TV0156.NGS no longer adjusts projects to the PR datum.
 TV0156.See file dsdata.pdf to determine how the superseded data were derived.
 TV0156
 TV0156_MARKER: Z = SEE DESCRIPTION
 TV0156_SETTING: 0 = UNSPECIFIED SETTING
 TV0156
 TV0156  HISTORY     - Date     Condition        Report By
 TV0156  HISTORY     - 1919     MONUMENTED       CGS
 TV0156  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TV0156  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0156  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0156  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TV0156
 TV0156                          STATION DESCRIPTION
 TV0156
 TV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0156'STATION IS ON THE HIGH GROUND ABOUT 150 METERS BACK OF THE
 TV0156'SHORE LINE OF BREIDS BAY.  THIS BAY IS S OF ENFIELD GREEN AND
 TV0156'W OF BETTYS HOPE.  LONG POINT IS TO THE WESTWARD 1/2 MILE.
 TV0156'
 TV0156'THE STATION IS 24.50 METERS W OF THE N AND S FENCE.  MARKED
 TV0156'BY AN 8-INCH SQUARE CEMENT POST HAVING A STANDARD BRASS
 TV0156'TRIANGULATION DISK IN ITS TOP.  POST PROJECTS 1 FOOT.
 TV0156'
 TV0156'SUBSURFACE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TV0156'THE BEDROCK ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.  POST
 TV0156'WAS SURROUNDED WITH A MASS OF CEMENT.
 TV0156'
 TV0156'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN A
 TV0156'SMALL ROCK 5.7 METERS W OF THE FENCE.
 TV0156'
 TV0156'REFERENCE MARK NO.2 IS A SIMILAR DISK CEMENTED IN A WHITE FLAT
 TV0156'OUTCROPPING ROCK, 10 METERS FROM THE FENCE.
 TV0156'
 TV0156'REFERENCE MARK NO.3 IS A DISK IN TOP OF A 6-INCH OCTAGONAL
 TV0156'CEMENT POST, PROJECTING 1 FOOT.
 TV0156'
 TV0156'REFERENCE MARK NO.4 IS A SIMILAR DISK CEMENTED IN A FLAT
 TV0156'OUTCROPPING ROCK.
 TV0156
 TV0156                          STATION RECOVERY (1954)
 TV0156
 TV0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JOP)
 TV0156'THE STATION WAS RECOVERED AS DESCRIBED BY O.W.S. IN 1919.  THE
 TV0156'SURFACE MARK HAD BEEN MOVED ABOUT 0.06 METERS BUT THE
 TV0156'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION AND THE SURFACE
 TV0156'MARK WAS REPLACED OVER IT.
 TV0156'
 TV0156'REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD CONDITION, BUT 1
 TV0156'AND 2 COULD NOT BE FOUND.
 TV0156'
 TV0156'THE STATION IS LOCATED ON LONG POINT, ABOUT 1 MILE FROM
 TV0156'MR. MALCOM SKOECHS DISTILLERY AND 82 FEET SOUTHWEST OF THE
 TV0156'NORTH GATE POST IN A NORTH-SOUTH LINE.
 TV0156'
 TV0156'THE POINT AS OCCUPIED BY THE AIR FORCE SHORAN PARTY IS AS
 TV0156'SHOWN BELOW.
 TV0156
 TV0156                          STATION RECOVERY (1965)
 TV0156
 TV0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0156'THE STATION, REFERENCE MARK NO.3, AND REFERENCE MARK NO.4
 TV0156'WERE RECOVERED.  REFERENCE MARK NO.4 WAS FOUND IN GOOD
 TV0156'CONDITION, BUT THE STATION AND REFERENCE MARK NO.3 WERE FOUND
 TV0156'TO BE INSTABLE.  THE REFERENCE DISTANCES WERE CHECKED.
 TV0156
 TV0156                          STATION RECOVERY (1977)
 TV0156
 TV0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0156'STATION DESTROYED.  AREA HAS BEEN BLADED AND LEVELED.
 TV0156'
 TV0156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.8 MI.
 TV0156'SOUTHEAST OF FREDERIKSTED.
 TV0156
 TV0156                          STATION RECOVERY (1977)
 TV0156
 TV0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PDC)
 TV0156'RM2 AND RM4 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 TV0156'STATION MARK WAS FOUND LAYING ON ITS SIDE, THE SUBSURFACE MARK WAS
 TV0156'RECOVERED IN GOOD CONDITION.
 TV0156'
 TV0156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3 MILES
 TV0156'SOUTHWEST OF FREDERIKSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 AB9324 ***********************************************************************
 AB9324  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB9324  DESIGNATION -  ST CROIX VLBA RM 1 CORS MON
 AB9324  CORS_ID     -  CRO1
 AB9324  PID         -  AB9324
 AB9324  STATE/COUNTY-  VQ/ST CROIX
 AB9324  COUNTRY     -  US
 AB9324  USGS QUAD   -  BUCK ISLAND (2013)
 AB9324
 AB9324                         *CURRENT SURVEY CONTROL
 AB9324  ______________________________________________________________________
 AB9324* NAD 83(2011) POSITION- 17 45 24.82146(N) 064 35 03.55305(W)   ADJUSTED
 AB9324* NAD 83(2011) ELLIP HT-   -30.050 (meters)        (04/??/25)   ADJUSTED
 AB9324* NAD 83(2011) EPOCH   -  2010.00
 AB9324  ______________________________________________________________________
 AB9324  GEOID HEIGHT    -        -41.273 (meters)                     GEOID18
 AB9324  NAD 83(2011) X  -  2,607,771.994 (meters)                     COMP
 AB9324  NAD 83(2011) Y  - -5,488,078.458 (meters)                     COMP
 AB9324  NAD 83(2011) Z  -  1,932,768.015 (meters)                     COMP
 AB9324  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 AB9324
 AB9324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9324  Standards:
 AB9324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9324  -------------------------------------------------------------------
 AB9324  NETWORK    0.05   0.14           0.02   0.02   0.07      0.00139900
 AB9324  -------------------------------------------------------------------
 AB9324
 AB9324.The horizontal coordinates were established by GPS observations
 AB9324.and adjusted by the National Geodetic Survey in April 2025.
 AB9324
 AB9324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9324.been affixed to the stable North American Tectonic Plate. 
 AB9324
 AB9324.The horizontal coordinates are valid at the epoch date displayed above
 AB9324.which is a decimal equivalence of Year/Month/Day.
 AB9324
 AB9324.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AB9324.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AB9324.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AB9324.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AB9324.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AB9324.published epoch of 2010.00.
 AB9324
 AB9324.Additional information on MYCS is available at:
 AB9324.https://geodesy.noaa.gov/CORS/index.shtml
 AB9324
 AB9324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9324.GEOID18 height accuracy estimate available here.
 AB9324
 AB9324.Click photographs - Photos may exist for this station.
 AB9324
 AB9324.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB9324
 AB9324.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB9324
 AB9324.The ellipsoidal height was determined by GPS observations
 AB9324.and is referenced to NAD 83.
 AB9324
 AB9324. The following values were computed from the NAD 83(2011) position.
 AB9324
 AB9324;                    North         East     Units Scale Factor Converg.
 AB9324;SPC PRVI     -   192,529.735   396,088.479   MT  1.00002828   +0 34 42.7
 AB9324;UTM  20      - 1,963,998.039   332,033.841   MT  0.99994882   -0 28 59.9
 AB9324
 AB9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9324!SPC PRVI     -   1.00000472  x   1.00002828  =   1.00003300
 AB9324!UTM  20      -   1.00000472  x   0.99994882  =   0.99995354
 AB9324
 AB9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3203363998(NAD 83)
 AB9324
 AB9324                          SUPERSEDED SURVEY CONTROL
 AB9324
 AB9324  NAD 83(2011)-  17 45 24.82144(N)    064 35 03.55321(W) AD(2010.00) A
 AB9324  ELLIP H (05/??/20)  -30.058  (m)                       GP(2010.00) 4 1
 AB9324  NAD 83(2011)-  17 45 24.82166(N)    064 35 03.55353(W) AD(2010.00) A
 AB9324  ELLIP H (06/??/19)  -30.063  (m)                       GP(2010.00) 4 1
 AB9324  NAD 83(2011)-  17 45 24.82164(N)    064 35 03.55360(W) AD(2010.00) A
 AB9324  ELLIP H (02/??/16)  -30.067  (m)                       GP(2010.00) 4 1
 AB9324  NAD 83(2011)-  17 45 24.82164(N)    064 35 03.55360(W) AD(2010.00) A
 AB9324  ELLIP H (08/??/11)  -30.629  (m)                       GP(2010.00) 4 1
 AB9324  NAD 83(2007)-  17 45 24.82074(N)    064 35 03.55891(W) AD(2002.00) 0
 AB9324  NAD 83(CORS)-  17 45 24.82074(N)    064 35 03.55891(W) AD(2002.00) A
 AB9324  ELLIP H (03/??/02)  -30.605  (m)                       GP(2002.00) 4 1
 AB9324  NAD 83(CORS)-  17 45 24.82013(N)    064 35 03.56199(W) AD(1997.00) A
 AB9324  ELLIP H (07/??/98)  -30.610  (m)                       GP(1997.00) 4 1
 AB9324  NAD 83(1996)-  17 45 24.81966(N)    064 35 03.56267(W) AD(       ) A
 AB9324  NAD 83(CORS)-  17 45 24.81958(N)    064 35 03.56280(W) AD(1996.00) A
 AB9324  ELLIP H (09/??/96)  -30.565  (m)                       GP(1996.00) 4 1
 AB9324
 AB9324.Superseded values are not recommended for survey control.
 AB9324
 AB9324.NGS no longer adjusts projects to the PR datum.
 AB9324.See file dsdata.pdf to determine how the superseded data were derived.
 AB9324
 AB9324_MARKER: Z = SEE DESCRIPTION
 AB9324_SETTING: 0 = UNSPECIFIED SETTING
 AB9324_STAMPING: ST CROIX VLBA RM 1
 AB9324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9324+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9324
 AB9324  HISTORY     - Date     Condition        Report By
 AB9324  HISTORY     - 1996     MONUMENTED       NGS
 AB9324
 AB9324                          STATION DESCRIPTION
 AB9324
 AB9324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996
 AB9324'THIS MONUMENT IS ASSOCIATED WITH STATION 'CRO1'
 AB9324'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 AB9324'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 AB9324'AND LOG FILES ACCESSIBLE AT:
 AB9324'https://geodesy.noaa.gov/CORS/index.shtml
 AB9324'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1509 ***********************************************************************
 TV1509  DESIGNATION -  ST CROIX WSVI TV MAST
 TV1509  PID         -  TV1509
 TV1509  STATE/COUNTY-  VQ/ST CROIX
 TV1509  COUNTRY     -  US
 TV1509  USGS QUAD   -  BARON BLUFF (2013)
 TV1509
 TV1509                         *CURRENT SURVEY CONTROL
 TV1509  ______________________________________________________________________
 TV1509* NAD 83(1997) POSITION- 17 45 12.77246(N) 064 47 53.66441(W)   ADJUSTED
 TV1509  ______________________________________________________________________
 TV1509  GEOID HEIGHT    -        -41.664 (meters)                     GEOID18
 TV1509  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC18
 TV1509  HORZ ORDER      -  THIRD
 TV1509
 TV1509.The horizontal coordinates were established by classical geodetic methods
 TV1509.and adjusted by the National Geodetic Survey in May 1997.
 TV1509
 TV1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1509.GEOID18 height accuracy estimate available here.
 TV1509
 TV1509.Click photographs - Photos may exist for this station.
 TV1509
 TV1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1509
 TV1509. The following values were computed from the NAD 83(1997) position.
 TV1509
 TV1509;                    North         East     Units Scale Factor Converg.
 TV1509;SPC PRVI     -   191,943.487   373,406.157   MT  1.00002877   +0 30 41.8
 TV1509;UTM  20      - 1,963,831.889   309,345.244   MT  1.00004943   -0 32 54.6
 TV1509
 TV1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0934563831(NAD 83)
 TV1509
 TV1509                          SUPERSEDED SURVEY CONTROL
 TV1509
 TV1509  NAD 83(1993)-  17 45 12.77019(N)    064 47 53.67428(W) AD(       ) 3
 TV1509  NAD 83(1986)-  17 45 12.75865(N)    064 47 53.64997(W) AD(       ) 3
 TV1509
 TV1509.Superseded values are not recommended for survey control.
 TV1509
 TV1509.NGS no longer adjusts projects to the PR datum.
 TV1509.See file dsdata.pdf to determine how the superseded data were derived.
 TV1509
 TV1509_MARKER: 43 = RADIO/TV TOWER
 TV1509
 TV1509  HISTORY     - Date     Condition        Report By
 TV1509  HISTORY     - 1982     FIRST OBSERVED   NOS
 TV1509
 TV1509                          STATION DESCRIPTION
 TV1509
 TV1509'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1509'THE STATION IS LOCATED ON TOP OF BLUE MT. ON THE ISLAND
 TV1509'OF ST CROIX.
 TV1509'
 TV1509'THE STATION IS A TV MAST.
 TV1509'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1510 ***********************************************************************
 TV1510  DESIGNATION -  ST GEORGE
 TV1510  PID         -  TV1510
 TV1510  STATE/COUNTY-  VQ/ST CROIX
 TV1510  COUNTRY     -  US
 TV1510  USGS QUAD   -  LONG POINT (2013)
 TV1510
 TV1510                         *CURRENT SURVEY CONTROL
 TV1510  ______________________________________________________________________
 TV1510* NAD 83(1997) POSITION- 17 43 06.39253(N) 064 51 27.09696(W)   NO CHECK
 TV1510* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1510  ______________________________________________________________________
 TV1510  GEOID HEIGHT    -        -41.538 (meters)                     GEOID18
 TV1510  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 TV1510  HORZ ORDER      -  THIRD
 TV1510
 TV1510.The horizontal coordinates were established by classical geodetic methods
 TV1510.and adjusted by the National Geodetic Survey in May 1997.
 TV1510
 TV1510.No horizontal observational check was made to the station.
 TV1510
 TV1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1510
 TV1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1510.GEOID18 height accuracy estimate available here.
 TV1510
 TV1510.Click photographs - Photos may exist for this station.
 TV1510
 TV1510.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1510
 TV1510. The following values were computed from the NAD 83(1997) position.
 TV1510
 TV1510;                    North         East     Units Scale Factor Converg.
 TV1510;SPC PRVI     -   188,002.995   367,152.220   MT  1.00003405   +0 29 35.0
 TV1510;UTM  20      - 1,960,007.565   303,019.315   MT  1.00007975   -0 33 55.8
 TV1510
 TV1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0301960007(NAD 83)
 TV1510
 TV1510                          SUPERSEDED SURVEY CONTROL
 TV1510
 TV1510  NAD 83(1993)-  17 43 06.39085(N)    064 51 27.10658(W) AD(       ) 3
 TV1510  NAD 83(1986)-  17 43 06.37540(N)    064 51 27.08246(W) AD(       ) 3
 TV1510  LMSL    (05/31/90)  257.     (m)          843.     (f) VERT ANG       
 TV1510
 TV1510.Superseded values are not recommended for survey control.
 TV1510
 TV1510.NGS no longer adjusts projects to the PR datum.
 TV1510.See file dsdata.pdf to determine how the superseded data were derived.
 TV1510
 TV1510_MARKER: DD = SURVEY DISK
 TV1510_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TV1510+WITH SETTING: PAVEMENT
 TV1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1510+STABILITY: SURFACE MOTION
 TV1510
 TV1510  HISTORY     - Date     Condition        Report By
 TV1510  HISTORY     - 1982     MONUMENTED       NOS
 TV1510
 TV1510                          STATION DESCRIPTION
 TV1510
 TV1510'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV1510'THE STATION IS LOCATED ATOP ST GEORGE MT. SOUTHWEST ST CROIX.
 TV1510'THIS STATION HAS VERY GOOD VISIBILITY OVER THE SOUTH SHORE.
 TV1510'PERMISSION HAS TO BE OBTAINED FROM U.S.NAVY.
 TV1510'
 TV1510'TO REACH FROM THE POST OFFICE IN FREDERICKSTED GO SOUTH FOR
 TV1510'1.5 KM (0.95 MI) TO A CROSSROAD. TURN LEFT AND GO EAST FOR
 TV1510'3.3 KM (2.05 MI) TO A SIDEROAD LEFT. TURN LEFT AND GO NORTH FOR 1.
 TV1510'1.3 KM (0.8 MI) TO A FORK KEEP RIGHT UPHILL FOR 1.4 KM (0.9 MI)
 TV1510'TO RADAR INSTALLATION AND STATION.
 TV1510'
 TV1510'THE STATION IS A USN BRASS DISK STAMPED---ST GEORGE---,
 TV1510'CEMENTED IN A DRILL HOLE IN A CONCRETE PAD JUST SOUTH OF MUSHROOM
 TV1510'SHAPED RADAR DOMES ON SOUTH SIDE OF INSTULATION.
 TV1510'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS.
 TV1510'DESCRIBED BY MWJ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0077 ***********************************************************************
 TV0077  DESIGNATION -  ST JOHN CHIMNEY
 TV0077  PID         -  TV0077
 TV0077  STATE/COUNTY-  VQ/ST CROIX
 TV0077  COUNTRY     -  US
 TV0077  USGS QUAD   -  BEAUREGARD BAY (2013)
 TV0077
 TV0077                         *CURRENT SURVEY CONTROL
 TV0077  ______________________________________________________________________
 TV0077* NAD 83(1997) POSITION- 17 45 48.18180(N) 064 44 44.95692(W)   ADJUSTED
 TV0077  ______________________________________________________________________
 TV0077  GEOID HEIGHT    -        -41.600 (meters)                     GEOID18
 TV0077  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC18
 TV0077  HORZ ORDER      -  THIRD
 TV0077
 TV0077.The horizontal coordinates were established by classical geodetic methods
 TV0077.and adjusted by the National Geodetic Survey in May 1997.
 TV0077
 TV0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0077.GEOID18 height accuracy estimate available here.
 TV0077
 TV0077.Click photographs - Photos may exist for this station.
 TV0077
 TV0077.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0077
 TV0077. The following values were computed from the NAD 83(1997) position.
 TV0077
 TV0077;                    North         East     Units Scale Factor Converg.
 TV0077;SPC PRVI     -   193,082.523   378,955.123   MT  1.00002735   +0 31 40.8
 TV0077;UTM  20      - 1,964,868.043   314,914.386   MT  1.00002355   -0 31 58.0
 TV0077
 TV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1491464868(NAD 83)
 TV0077
 TV0077                          SUPERSEDED SURVEY CONTROL
 TV0077
 TV0077  NAD 83(1993)-  17 45 48.18025(N)    064 44 44.96714(W) AD(       ) 3
 TV0077  NAD 83(1986)-  17 45 48.16584(N)    064 44 44.94503(W) AD(       ) 3
 TV0077  PR          -  17 45 55.26565(N)    064 44 46.42505(W) AD(       ) 3
 TV0077
 TV0077.Superseded values are not recommended for survey control.
 TV0077
 TV0077.NGS no longer adjusts projects to the PR datum.
 TV0077.See file dsdata.pdf to determine how the superseded data were derived.
 TV0077
 TV0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0077
 TV0077  HISTORY     - Date     Condition        Report By
 TV0077  HISTORY     - 1918     MONUMENTED       CGS
 TV0077  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0077  HISTORY     - 1980     GOOD             NOS
 TV0077
 TV0077                          STATION DESCRIPTION
 TV0077
 TV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0077'STATION IS IN PLACE.
 TV0077
 TV0077                          STATION RECOVERY (1980)
 TV0077
 TV0077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0077'THE STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0447 ***********************************************************************
 TV0447  DESIGNATION -  ST JOHN EAST BASE
 TV0447  PID         -  TV0447
 TV0447  STATE/COUNTY-  VQ/ST JOHN
 TV0447  COUNTRY     -  US
 TV0447  USGS QUAD   -  CORAL BAY (2013)
 TV0447
 TV0447                         *CURRENT SURVEY CONTROL
 TV0447  ______________________________________________________________________
 TV0447* NAD 83(1997) POSITION- 18 20 49.29063(N) 064 42 41.99967(W)   ADJUSTED
 TV0447* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0447  ______________________________________________________________________
 TV0447  GEOID HEIGHT    -        -42.237 (meters)                     GEOID18
 TV0447  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 TV0447  HORZ ORDER      -  THIRD
 TV0447
 TV0447.The horizontal coordinates were established by classical geodetic methods
 TV0447.and adjusted by the National Geodetic Survey in May 1997.
 TV0447
 TV0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0447
 TV0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0447.GEOID18 height accuracy estimate available here.
 TV0447
 TV0447.Click photographs - Photos may exist for this station.
 TV0447
 TV0447.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0447
 TV0447. The following values were computed from the NAD 83(1997) position.
 TV0447
 TV0447;                    North         East     Units Scale Factor Converg.
 TV0447;SPC PRVI     -   257,711.603   381,969.684   MT  0.99999590   +0 32 19.3
 TV0447;UTM  20      - 2,029,430.319   319,134.514   MT  1.00000442   -0 32 20.2
 TV0447
 TV0447:                Primary Azimuth Mark                     Grid Az
 TV0447:SPC PRVI     -  BOURDEAUX                                220 39 40.2
 TV0447:UTM  20      -  BOURDEAUX                                221 44 19.7
 TV0447
 TV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1913429430(NAD 83)
 TV0447
 TV0447|---------------------------------------------------------------------|
 TV0447| PID    Reference Object                     Distance      Geod. Az  |
 TV0447|                                                           dddmmss.s |
 TV0447| CE5642 ST JOHN EAST BASE RM 2                             11520     |
 TV0447| CE5643 ST JOHN EAST BASE RM 3                             15949     |
 TV0447| TV0450 BOURDEAUX                           APPROX. 1.5 KM 2211159.5 |
 TV0447| CE5641 ST JOHN EAST BASE RM 1                             26349     |
 TV0447|---------------------------------------------------------------------|
 TV0447
 TV0447                          SUPERSEDED SURVEY CONTROL
 TV0447
 TV0447  NAD 83(1993)-  18 20 49.29265(N)    064 42 42.00055(W) AD(       ) 3
 TV0447  NAD 83(1986)-  18 20 49.25691(N)    064 42 41.96603(W) AD(       ) 3
 TV0447  PR          -  18 20 56.42231(N)    064 42 43.47491(W) AD(       ) 3
 TV0447  LMSL    (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 TV0447
 TV0447.Superseded values are not recommended for survey control.
 TV0447
 TV0447.NGS no longer adjusts projects to the PR datum.
 TV0447.See file dsdata.pdf to determine how the superseded data were derived.
 TV0447
 TV0447
 TV0447  HISTORY     - Date     Condition        Report By
 TV0447  HISTORY     - 1918     MONUMENTED       CGS
 TV0447  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TV0447
 TV0447                          STATION DESCRIPTION
 TV0447
 TV0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0447'STATION IS NEAR THE SMALL STONE AND CONCRETE WHARF AT THE
 TV0447'HEAD OF CORAL HARBOR.  IT IS 15 METERS FROM MEAN HIGH-WATER
 TV0447'LINE.  MARKED BY A STANDARD BRASS TRIANGULATION MARK IN AN
 TV0447'8-INCH SQUARE CONCRETE POST.  SUBSURFACE MARK IS A BOTTLE IMBEDDED
 TV0447'IN A MASS OF CONCRETE 0.7 METER IN DIAMETER.
 TV0447'
 TV0447'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK IN A 6-INCH SQUARE
 TV0447'CONCRETE POST 10 METERS FROM THE SHORE LINE.
 TV0447'
 TV0447'REFERENCE MARK NO.2 IS SIMILAR TO NO.1, SET 4 METERS FROM
 TV0447'THE SHORE LINE.
 TV0447'
 TV0447'REFERENCE MARK NO.3 IS A BRASS DISK CEMENTED IN A DRILL HOLE
 TV0447'IN THE EASTERN INSIDE CORNER OF THE CONCRETE WHARF.
 TV0447'
 TV0447'THE STATION FORMS THE EASTERN END OF THE ST. JOHN BASE LINE.
 TV0447
 TV0447                          STATION RECOVERY (1954)
 TV0447
 TV0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCP)
 TV0447'STATION RECOVERED AS DESCRIBED BY O.W.S. IN 1918, AND ALL MARKS
 TV0447'WERE FOUND IN EXCELLENT CONDITION.  THE OLD DESCRIPTION IS
 TV0447'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0482 ***********************************************************************
 TV0482  DESIGNATION -  ST JOHN GOVERNMENT HOUSE GABLE
 TV0482  PID         -  TV0482
 TV0482  STATE/COUNTY-  VQ/ST JOHN
 TV0482  COUNTRY     -  US
 TV0482  USGS QUAD   -  CRUZ BAY (2013)
 TV0482
 TV0482                         *CURRENT SURVEY CONTROL
 TV0482  ______________________________________________________________________
 TV0482* NAD 83(1997) POSITION- 18 19 56.49365(N) 064 47 43.44318(W)   ADJUSTED
 TV0482  ______________________________________________________________________
 TV0482  GEOID HEIGHT    -        -42.186 (meters)                     GEOID18
 TV0482  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 TV0482  HORZ ORDER      -  THIRD
 TV0482
 TV0482.The horizontal coordinates were established by classical geodetic methods
 TV0482.and adjusted by the National Geodetic Survey in May 1997.
 TV0482
 TV0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0482.GEOID18 height accuracy estimate available here.
 TV0482
 TV0482.Click photographs - Photos may exist for this station.
 TV0482
 TV0482.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0482
 TV0482. The following values were computed from the NAD 83(1997) position.
 TV0482
 TV0482;                    North         East     Units Scale Factor Converg.
 TV0482;SPC PRVI     -   256,007.213   373,134.240   MT  0.99999543   +0 30 45.0
 TV0482;UTM  20      - 2,027,892.334   310,268.325   MT  1.00004505   -0 33 53.5
 TV0482
 TV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1026827892(NAD 83)
 TV0482
 TV0482                          SUPERSEDED SURVEY CONTROL
 TV0482
 TV0482  NAD 83(1993)-  18 19 56.49481(N)    064 47 43.44524(W) AD(       ) 3
 TV0482  NAD 83(1986)-  18 19 56.46089(N)    064 47 43.40970(W) AD(       ) 3
 TV0482  PR          -  18 20 03.63092(N)    064 47 44.89675(W) AD(       ) 3
 TV0482
 TV0482.Superseded values are not recommended for survey control.
 TV0482
 TV0482.NGS no longer adjusts projects to the PR datum.
 TV0482.See file dsdata.pdf to determine how the superseded data were derived.
 TV0482
 TV0482_MARKER: 81 = GABLE
 TV0482
 TV0482  HISTORY     - Date     Condition        Report By
 TV0482  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0482  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0482
 TV0482                          STATION DESCRIPTION
 TV0482
 TV0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0482'STATION IS AT THE CENTER OF THE TOP OF THE LARGE HOUSE USED
 TV0482'BY THE GOVERNMENT AND SITUATED ON THE BATTERY IN LITTLE CRUZ BAY.
 TV0482
 TV0482                          STATION RECOVERY (1926)
 TV0482
 TV0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0482'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0454 ***********************************************************************
 TV0454  DESIGNATION -  ST JOHN WEST BASE
 TV0454  PID         -  TV0454
 TV0454  STATE/COUNTY-  VQ/ST JOHN
 TV0454  COUNTRY     -  US
 TV0454  USGS QUAD   -  CORAL BAY (2013)
 TV0454
 TV0454                         *CURRENT SURVEY CONTROL
 TV0454  ______________________________________________________________________
 TV0454* NAD 83(1997) POSITION- 18 20 57.74297(N) 064 43 35.74146(W)   ADJUSTED
 TV0454* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0454  ______________________________________________________________________
 TV0454  GEOID HEIGHT    -        -42.209 (meters)                     GEOID18
 TV0454  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 TV0454  HORZ ORDER      -  THIRD
 TV0454
 TV0454.The horizontal coordinates were established by classical geodetic methods
 TV0454.and adjusted by the National Geodetic Survey in May 1997.
 TV0454
 TV0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0454
 TV0454.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0454.GEOID18 height accuracy estimate available here.
 TV0454
 TV0454.Click photographs - Photos may exist for this station.
 TV0454
 TV0454.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0454
 TV0454. The following values were computed from the NAD 83(1997) position.
 TV0454
 TV0454;                    North         East     Units Scale Factor Converg.
 TV0454;SPC PRVI     -   257,956.694   380,389.481   MT  0.99999598   +0 32 02.5
 TV0454;UTM  20      - 2,029,705.089   317,559.181   MT  1.00001150   -0 32 37.3
 TV0454
 TV0454:                Primary Azimuth Mark                     Grid Az
 TV0454:SPC PRVI     -  BOURDEAUX                                155 20 14.7
 TV0454:UTM  20      -  BOURDEAUX                                156 24 54.5
 TV0454
 TV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1755929705(NAD 83)
 TV0454
 TV0454|---------------------------------------------------------------------|
 TV0454| PID    Reference Object                     Distance      Geod. Az  |
 TV0454|                                                           dddmmss.s |
 TV0454| CE5646 ST JOHN WEST BASE RM 3                             00136     |
 TV0454| TV0450 BOURDEAUX                           APPROX. 1.5 KM 1555217.2 |
 TV0454| CE5644 ST JOHN WEST BASE RM 1                             25730     |
 TV0454| CE5645 ST JOHN WEST BASE RM 2                             28757     |
 TV0454|---------------------------------------------------------------------|
 TV0454
 TV0454                          SUPERSEDED SURVEY CONTROL
 TV0454
 TV0454  NAD 83(1993)-  18 20 57.74494(N)    064 43 35.74237(W) AD(       ) 3
 TV0454  NAD 83(1986)-  18 20 57.70943(N)    064 43 35.70766(W) AD(       ) 3
 TV0454  PR          -  18 21 04.87529(N)    064 43 37.21597(W) AD(       ) 3
 TV0454  LMSL    (07/19/86)   34.1    (m)          112.     (f) VERT ANG       
 TV0454
 TV0454.Superseded values are not recommended for survey control.
 TV0454
 TV0454.NGS no longer adjusts projects to the PR datum.
 TV0454.See file dsdata.pdf to determine how the superseded data were derived.
 TV0454
 TV0454
 TV0454  HISTORY     - Date     Condition        Report By
 TV0454  HISTORY     - 1918     MONUMENTED       CGS
 TV0454
 TV0454                          STATION DESCRIPTION
 TV0454
 TV0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0454'STATION IS AT THE FOOT OF KINGS HILL ON CAROLINA ESTATE,
 TV0454'ST. JOHN ISLAND.  IT IS NW OF THE 165-FOOT HILL SITUATED AT THE
 TV0454'WESTERN END OF THE STRAIGHT ROAD RUNNING WESTWARD FROM THE HEAD
 TV0454'OF CORAL HARBOR THROUGH CAROLINA ESTATE.  IT IS MARKED BY A
 TV0454'6-INCH SQUARE CEMENT POST HAVING A STANDARD BRASS TRIANGULATION
 TV0454'MARK IN ITS TOP.  SUBSURFACE MARK IS A BOTTLE IMBEDDED IN A MASS
 TV0454'OF CEMENT.  THE MARK IS ABOUT 20 METERS E OF THE WIRE FENCE.
 TV0454'
 TV0454'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN ROCK ON
 TV0454'WESTERN SIDE OF ROAD.
 TV0454'
 TV0454'REFERENCE MARK NO.2 IS A STANDARD REFERENCE MARK CEMENTED IN
 TV0454'ROCK ON WESTERN SIDE OF ROAD.
 TV0454'
 TV0454'REFERENCE MARK NO.3 IS A STANDARD REFERENCE MARK IN TOP OF A
 TV0454'6-INCH SQUARE CEMENT POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DO1740 ***********************************************************************
 DO1740  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO1740  DESIGNATION -  ST THOMAS CORS ARP
 DO1740  CORS_ID     -  STVI
 DO1740  PID         -  DO1740
 DO1740  STATE/COUNTY-  VQ/ST THOMAS
 DO1740  COUNTRY     -  US
 DO1740  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DO1740
 DO1740                         *CURRENT SURVEY CONTROL
 DO1740  ______________________________________________________________________
 DO1740* NAD 83(2011) POSITION- 18 20 24.32661(N) 064 58 28.01377(W)   ADJUSTED
 DO1740* NAD 83(2011) ELLIP HT-   -19.584 (meters)        (04/??/25)   ADJUSTED
 DO1740* NAD 83(2011) EPOCH   -  2010.00
 DO1740  ______________________________________________________________________
 DO1740  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 DO1740  NAD 83(2011) X  -  2,561,887.835 (meters)                     COMP
 DO1740  NAD 83(2011) Y  - -5,487,595.525 (meters)                     COMP
 DO1740  NAD 83(2011) Z  -  1,994,143.284 (meters)                     COMP
 DO1740
 DO1740  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1740  Standards:
 DO1740         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1740            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1740  -------------------------------------------------------------------
 DO1740  NETWORK    0.30   0.18           0.05   0.15   0.09     -0.02903800
 DO1740  -------------------------------------------------------------------
 DO1740
 DO1740.The coordinates were established by GPS observations
 DO1740.and adjusted by the National Geodetic Survey in April 2025.
 DO1740
 DO1740.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1740.been affixed to the stable North American Tectonic Plate. 
 DO1740
 DO1740.The coordinates are valid at the epoch date displayed above
 DO1740.which is a decimal equivalence of Year/Month/Day.
 DO1740
 DO1740.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO1740.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO1740.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO1740.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO1740.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO1740.published epoch of 2010.00.
 DO1740
 DO1740.Additional information on MYCS is available at:
 DO1740.https://geodesy.noaa.gov/CORS/index.shtml
 DO1740
 DO1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1740.GEOID18 height accuracy estimate available here.
 DO1740
 DO1740.The PID for the CORS L1 Phase Center is DO1741.
 DO1740
 DO1740.Click photographs - Photos may exist for this station.
 DO1740
 DO1740.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO1740
 DO1740.The ellipsoidal height was determined by GPS observations
 DO1740.and is referenced to NAD 83.
 DO1740
 DO1740. The following values were computed from the NAD 83(2011) position.
 DO1740
 DO1740;                    North         East     Units Scale Factor Converg.
 DO1740;SPC PRVI     -   256,702.892   354,202.016   MT  0.99999567   +0 27 23.3
 DO1740;UTM  20      - 2,028,944.060   291,350.730   MT  1.00013823   -0 37 17.4
 DO1740
 DO1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1740!SPC PRVI     -   1.00000308  x   0.99999567  =   0.99999875
 DO1740!UTM  20      -   1.00000308  x   1.00013823  =   1.00014131
 DO1740
 DO1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9135028944(NAD 83)
 DO1740
 DO1740                          SUPERSEDED SURVEY CONTROL
 DO1740
 DO1740  NAD 83(2011)-  18 20 24.32665(N)    064 58 28.01363(W) AD(2010.00) c
 DO1740  ELLIP H (06/??/19)  -19.585  (m)                       GP(2010.00) c c
 DO1740  NAD 83(2011)-  18 20 24.32670(N)    064 58 28.01399(W) AD(2010.00) c
 DO1740  ELLIP H (10/??/12)  -19.587  (m)                       GP(2010.00) c c
 DO1740
 DO1740.Superseded values are not recommended for survey control.
 DO1740
 DO1740.NGS no longer adjusts projects to the PR datum.
 DO1740.See file dsdata.pdf to determine how the superseded data were derived.
 DO1740
 DO1740_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO1740
 DO1740                          STATION DESCRIPTION
 DO1740
 DO1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO1740'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO1740'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO1740'AND LOG FILES ACCESSIBLE AT:
 DO1740'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DO1742 ***********************************************************************
 DO1742  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO1742  DESIGNATION -  ST THOMAS CORS GRP
 DO1742  CORS_ID     -  STVI
 DO1742  PID         -  DO1742
 DO1742  STATE/COUNTY-  VQ/ST THOMAS
 DO1742  COUNTRY     -  US
 DO1742  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DO1742
 DO1742                         *CURRENT SURVEY CONTROL
 DO1742  ______________________________________________________________________
 DO1742* NAD 83(2011) POSITION- 18 20 24.32661(N) 064 58 28.01377(W)   ADJUSTED
 DO1742* NAD 83(2011) ELLIP HT-   -19.592 (meters)        (04/??/25)   ADJUSTED
 DO1742* NAD 83(2011) EPOCH   -  2010.00
 DO1742  ______________________________________________________________________
 DO1742  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 DO1742  NAD 83(2011) X  -  2,561,887.832 (meters)                     COMP
 DO1742  NAD 83(2011) Y  - -5,487,595.518 (meters)                     COMP
 DO1742  NAD 83(2011) Z  -  1,994,143.281 (meters)                     COMP
 DO1742  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 DO1742
 DO1742  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1742  Standards:
 DO1742         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1742            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1742  -------------------------------------------------------------------
 DO1742  NETWORK    0.30   0.18           0.05   0.15   0.09     -0.02903800
 DO1742  -------------------------------------------------------------------
 DO1742
 DO1742.The horizontal coordinates were established by GPS observations
 DO1742.and adjusted by the National Geodetic Survey in April 2025.
 DO1742
 DO1742.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1742.been affixed to the stable North American Tectonic Plate. 
 DO1742
 DO1742.The horizontal coordinates are valid at the epoch date displayed above
 DO1742.which is a decimal equivalence of Year/Month/Day.
 DO1742
 DO1742.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO1742.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO1742.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO1742.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO1742.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO1742.published epoch of 2010.00.
 DO1742
 DO1742.Additional information on MYCS is available at:
 DO1742.https://geodesy.noaa.gov/CORS/index.shtml
 DO1742
 DO1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1742.GEOID18 height accuracy estimate available here.
 DO1742
 DO1742.Click photographs - Photos may exist for this station.
 DO1742
 DO1742.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO1742
 DO1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO1742
 DO1742.The ellipsoidal height was determined by GPS observations
 DO1742.and is referenced to NAD 83.
 DO1742
 DO1742. The following values were computed from the NAD 83(2011) position.
 DO1742
 DO1742;                    North         East     Units Scale Factor Converg.
 DO1742;SPC PRVI     -   256,702.892   354,202.016   MT  0.99999567   +0 27 23.3
 DO1742;UTM  20      - 2,028,944.060   291,350.730   MT  1.00013823   -0 37 17.4
 DO1742
 DO1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1742!SPC PRVI     -   1.00000308  x   0.99999567  =   0.99999875
 DO1742!UTM  20      -   1.00000308  x   1.00013823  =   1.00014131
 DO1742
 DO1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9135028944(NAD 83)
 DO1742
 DO1742                          SUPERSEDED SURVEY CONTROL
 DO1742
 DO1742  NAD 83(2011)-  18 20 24.32665(N)    064 58 28.01363(W) AD(2010.00) A
 DO1742  ELLIP H (06/??/19)  -19.594  (m)                       GP(2010.00) 4 1
 DO1742  NAD 83(2011)-  18 20 24.32670(N)    064 58 28.01399(W) AD(2010.00) A
 DO1742  ELLIP H (10/??/12)  -19.595  (m)                       GP(2010.00) 4 1
 DO1742
 DO1742.Superseded values are not recommended for survey control.
 DO1742
 DO1742.NGS no longer adjusts projects to the PR datum.
 DO1742.See file dsdata.pdf to determine how the superseded data were derived.
 DO1742
 DO1742_STAMPING: NONE
 DO1742
 DO1742                          STATION DESCRIPTION
 DO1742
 DO1742'THIS MONUMENT IS ASSOCIATED WITH STATION 'STVI'
 DO1742'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DO1742'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DO1742'AND LOG FILES ACCESSIBLE AT:
 DO1742'https://geodesy.noaa.gov/CORS/index.shtml
 DO1742'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0522 ***********************************************************************
 TV0522  DESIGNATION -  ST THOMAS HARBOR F RNG LT
 TV0522  PID         -  TV0522
 TV0522  STATE/COUNTY-  VQ/ST THOMAS
 TV0522  COUNTRY     -  US
 TV0522  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0522
 TV0522                         *CURRENT SURVEY CONTROL
 TV0522  ______________________________________________________________________
 TV0522* NAD 83(1997) POSITION- 18 20 36.79379(N) 064 55 59.50061(W)   NO CHECK
 TV0522  ______________________________________________________________________
 TV0522  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TV0522  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 TV0522  HORZ ORDER      -  THIRD
 TV0522
 TV0522.The horizontal coordinates were established by classical geodetic methods
 TV0522.and adjusted by the National Geodetic Survey in May 1997.
 TV0522
 TV0522.No horizontal observational check was made to the station.
 TV0522
 TV0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0522.GEOID18 height accuracy estimate available here.
 TV0522
 TV0522.Click photographs - Photos may exist for this station.
 TV0522
 TV0522.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0522
 TV0522. The following values were computed from the NAD 83(1997) position.
 TV0522
 TV0522;                    North         East     Units Scale Factor Converg.
 TV0522;SPC PRVI     -   257,121.419   358,559.231   MT  0.99999578   +0 28 09.8
 TV0522;UTM  20      - 2,029,280.584   295,715.621   MT  1.00011595   -0 36 31.0
 TV0522
 TV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9571529280(NAD 83)
 TV0522
 TV0522                          SUPERSEDED SURVEY CONTROL
 TV0522
 TV0522  NAD 83(1993)-  18 20 36.79432(N)    064 55 59.50810(W) AD(       ) 3
 TV0522  NAD 83(1986)-  18 20 36.76363(N)    064 55 59.47038(W) AD(       ) 3
 TV0522  PR          -  18 20 43.92740(N)    064 56 00.95260(W) AD(       ) 3
 TV0522
 TV0522.Superseded values are not recommended for survey control.
 TV0522
 TV0522.NGS no longer adjusts projects to the PR datum.
 TV0522.See file dsdata.pdf to determine how the superseded data were derived.
 TV0522
 TV0522
 TV0522  HISTORY     - Date     Condition        Report By
 TV0522  HISTORY     - 1918     MONUMENTED       CGS
 TV0522  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0522  HISTORY     - 19950424 GOOD             USPSQD
 TV0522
 TV0522                          STATION DESCRIPTION
 TV0522
 TV0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0522'STATION IS STRUCTURE MAINTAINED BY L.H.S.  USED AS SIGNAL
 TV0522'FRONT RANGE BY F.B.T.S., AND S RANGE BY G.C.M..
 TV0522
 TV0522                          STATION RECOVERY (1995)
 TV0522
 TV0522'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5044 ***********************************************************************
 TZ5044  DESIGNATION -  ST THOMAS HARBOR FRONT RNG LT
 TZ5044  PID         -  TZ5044
 TZ5044  STATE/COUNTY-  VQ/ST THOMAS
 TZ5044  COUNTRY     -  US
 TZ5044  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5044
 TZ5044                         *CURRENT SURVEY CONTROL
 TZ5044  ______________________________________________________________________
 TZ5044* NAD 83(1997) POSITION- 18 20 36.78797(N) 064 55 59.49170(W)   ADJUSTED
 TZ5044* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5044  ______________________________________________________________________
 TZ5044  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TZ5044  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 TZ5044  HORZ ORDER      -  THIRD
 TZ5044
 TZ5044.The horizontal coordinates were established by classical geodetic methods
 TZ5044.and adjusted by the National Geodetic Survey in May 1997.
 TZ5044
 TZ5044.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5044
 TZ5044.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5044.GEOID18 height accuracy estimate available here.
 TZ5044
 TZ5044.Click photographs - Photos may exist for this station.
 TZ5044
 TZ5044.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5044
 TZ5044. The following values were computed from the NAD 83(1997) position.
 TZ5044
 TZ5044;                    North         East     Units Scale Factor Converg.
 TZ5044;SPC PRVI     -   257,121.242   358,559.494   MT  0.99999578   +0 28 09.8
 TZ5044;UTM  20      - 2,029,280.403   295,715.880   MT  1.00011595   -0 36 31.0
 TZ5044
 TZ5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9571529280(NAD 83)
 TZ5044
 TZ5044                          SUPERSEDED SURVEY CONTROL
 TZ5044
 TZ5044  NAD 83(1993)-  18 20 36.78584(N)    064 55 59.50148(W) AD(       ) 3
 TZ5044  LMSL    (07/06/94)   63.9    (m)          210.     (f) VERT ANG       
 TZ5044
 TZ5044.Superseded values are not recommended for survey control.
 TZ5044
 TZ5044.NGS no longer adjusts projects to the PR datum.
 TZ5044.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5044
 TZ5044_MARKER: 15 = RANGE MARKER
 TZ5044
 TZ5044  HISTORY     - Date     Condition        Report By
 TZ5044  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5044
 TZ5044                          STATION DESCRIPTION
 TZ5044
 TZ5044'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5044'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5044'NEAR THE SOUTH CENTRAL PART OF THE ISLAND IN CHARLOTTE AMALIE ON BERG
 TZ5044'HILL.  THE OBJECT IS AN ORANGE AND WHITE DAYBOARD AFFIXED TO A
 TZ5044'SKELETON STEEL TOWER AND TOPPED OFF WITH A DIRECTIONAL LIGHT.  THE
 TZ5044'POINT INTERSECTED WAS THE CENTER OF THE DIRECTIONAL LIGHT.  THIS IS
 TZ5044'LIGHT NUMBER 27395 IN THE 1993 EDITION OF THE U.S.C.G. LIGHT LIST
 TZ5044'VOLUME III.  THE LIGHT LIST GIVES THE NAME OF THE LIGHT AS BERG HILL
 TZ5044'RANGE FRONT LIGHT BUT THE OLDER NAME WHICH APPEARED IN THE NGSIDB HAS
 TZ5044'BEEN PRESERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0524 ***********************************************************************
 TV0524  DESIGNATION -  ST THOMAS HARBOR R RNG LT
 TV0524  PID         -  TV0524
 TV0524  STATE/COUNTY-  VQ/ST THOMAS
 TV0524  COUNTRY     -  US
 TV0524  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0524
 TV0524                         *CURRENT SURVEY CONTROL
 TV0524  ______________________________________________________________________
 TV0524* NAD 83(1997) POSITION- 18 20 40.40105(N) 064 56 00.57198(W)   NO CHECK
 TV0524  ______________________________________________________________________
 TV0524  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TV0524  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 TV0524  HORZ ORDER      -  THIRD
 TV0524
 TV0524.The horizontal coordinates were established by classical geodetic methods
 TV0524.and adjusted by the National Geodetic Survey in May 1997.
 TV0524
 TV0524.No horizontal observational check was made to the station.
 TV0524
 TV0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0524.GEOID18 height accuracy estimate available here.
 TV0524
 TV0524.Click photographs - Photos may exist for this station.
 TV0524
 TV0524.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0524
 TV0524. The following values were computed from the NAD 83(1997) position.
 TV0524
 TV0524;                    North         East     Units Scale Factor Converg.
 TV0524;SPC PRVI     -   257,232.065   358,526.868   MT  0.99999582   +0 28 09.4
 TV0524;UTM  20      - 2,029,391.833   295,685.341   MT  1.00011610   -0 36 31.5
 TV0524
 TV0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9568529391(NAD 83)
 TV0524
 TV0524                          SUPERSEDED SURVEY CONTROL
 TV0524
 TV0524  NAD 83(1993)-  18 20 40.40161(N)    064 56 00.57951(W) AD(       ) 3
 TV0524  NAD 83(1986)-  18 20 40.37093(N)    064 56 00.54175(W) AD(       ) 3
 TV0524  PR          -  18 20 47.53478(N)    064 56 02.02394(W) AD(       ) 3
 TV0524
 TV0524.Superseded values are not recommended for survey control.
 TV0524
 TV0524.NGS no longer adjusts projects to the PR datum.
 TV0524.See file dsdata.pdf to determine how the superseded data were derived.
 TV0524
 TV0524_MARKER: 14 = NAVIGATION LIGHT
 TV0524
 TV0524  HISTORY     - Date     Condition        Report By
 TV0524  HISTORY     - 1918     FIRST OBSERVED   CGS
 TV0524  HISTORY     - 19950424 GOOD             USPSQD
 TV0524
 TV0524                          STATION DESCRIPTION
 TV0524
 TV0524'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5045 ***********************************************************************
 TZ5045  DESIGNATION -  ST THOMAS HARBOR REAR RNG LT
 TZ5045  PID         -  TZ5045
 TZ5045  STATE/COUNTY-  VQ/ST THOMAS
 TZ5045  COUNTRY     -  US
 TZ5045  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5045
 TZ5045                         *CURRENT SURVEY CONTROL
 TZ5045  ______________________________________________________________________
 TZ5045* NAD 83(1997) POSITION- 18 20 40.40751(N) 064 56 00.56593(W)   ADJUSTED
 TZ5045* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5045  ______________________________________________________________________
 TZ5045  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 TZ5045  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 TZ5045  HORZ ORDER      -  THIRD
 TZ5045
 TZ5045.The horizontal coordinates were established by classical geodetic methods
 TZ5045.and adjusted by the National Geodetic Survey in May 1997.
 TZ5045
 TZ5045.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5045
 TZ5045.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5045.GEOID18 height accuracy estimate available here.
 TZ5045
 TZ5045.Click photographs - Photos may exist for this station.
 TZ5045
 TZ5045.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5045
 TZ5045. The following values were computed from the NAD 83(1997) position.
 TZ5045
 TZ5045;                    North         East     Units Scale Factor Converg.
 TZ5045;SPC PRVI     -   257,232.265   358,527.044   MT  0.99999582   +0 28 09.4
 TZ5045;UTM  20      - 2,029,392.030   295,685.521   MT  1.00011610   -0 36 31.5
 TZ5045
 TZ5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9568529392(NAD 83)
 TZ5045
 TZ5045                          SUPERSEDED SURVEY CONTROL
 TZ5045
 TZ5045  NAD 83(1993)-  18 20 40.40572(N)    064 56 00.57589(W) AD(       ) 3
 TZ5045  LMSL    (07/06/94)   91.2    (m)          299.     (f) VERT ANG       
 TZ5045
 TZ5045.Superseded values are not recommended for survey control.
 TZ5045
 TZ5045.NGS no longer adjusts projects to the PR datum.
 TZ5045.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5045
 TZ5045_MARKER: 15 = RANGE MARKER
 TZ5045
 TZ5045  HISTORY     - Date     Condition        Report By
 TZ5045  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5045
 TZ5045                          STATION DESCRIPTION
 TZ5045
 TZ5045'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5045'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5045'NEAR THE SOUTH CENTRAL PART OF THE ISLAND IN CHARLOTTE AMALIE ON THE
 TZ5045'TOP OF BERG HILL.  THE OBJECT IS AN ORANGE AND WHITE DAYBOARD AFFIXED
 TZ5045'TO A SKELETON STEEL TOWER AND TOPPED OFF WITH A DIRECTIONAL LIGHT.
 TZ5045'THE POINT INTERSECTED WAS THE CENTER OF THE DIRECTIONAL LIGHT. THIS
 TZ5045'IS LIGHT NUMBER 27400 IN THE 1993 EDITION OF THE U.S.C.G. LIGHT LIST
 TZ5045'VOLUME III.  THE LIGHT LIST GIVES THE NAME OF THE LIGHT AS BERG HILL
 TZ5045'RANGE REAR LIGHT BUT THE OLDER NAME WHICH APPEARED IN THE NGSIDB HAS
 TZ5045'BEEN PRESERVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5046 ***********************************************************************
 TZ5046  DESIGNATION -  ST THOMAS HOSPITAL VENTILATOR
 TZ5046  PID         -  TZ5046
 TZ5046  STATE/COUNTY-  VQ/ST THOMAS
 TZ5046  COUNTRY     -  US
 TZ5046  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5046
 TZ5046                         *CURRENT SURVEY CONTROL
 TZ5046  ______________________________________________________________________
 TZ5046* NAD 83(1997) POSITION- 18 20 25.99566(N) 064 54 52.43509(W)   ADJUSTED
 TZ5046* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5046  ______________________________________________________________________
 TZ5046  GEOID HEIGHT    -        -42.179 (meters)                     GEOID18
 TZ5046  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 TZ5046  HORZ ORDER      -  THIRD
 TZ5046
 TZ5046.The horizontal coordinates were established by classical geodetic methods
 TZ5046.and adjusted by the National Geodetic Survey in May 1997.
 TZ5046
 TZ5046.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5046
 TZ5046.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5046.GEOID18 height accuracy estimate available here.
 TZ5046
 TZ5046.Click photographs - Photos may exist for this station.
 TZ5046
 TZ5046.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5046
 TZ5046. The following values were computed from the NAD 83(1997) position.
 TZ5046
 TZ5046;                    North         East     Units Scale Factor Converg.
 TZ5046;SPC PRVI     -   256,805.667   360,530.990   MT  0.99999568   +0 28 30.7
 TZ5046;UTM  20      - 2,028,927.755   297,681.318   MT  1.00010606   -0 36 09.5
 TZ5046
 TZ5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9768128927(NAD 83)
 TZ5046
 TZ5046                          SUPERSEDED SURVEY CONTROL
 TZ5046
 TZ5046  NAD 83(1993)-  18 20 25.99263(N)    064 54 52.44657(W) AD(       ) 3
 TZ5046  LMSL    (07/06/94)   47.6    (m)          156.     (f) VERT ANG       
 TZ5046
 TZ5046.Superseded values are not recommended for survey control.
 TZ5046
 TZ5046.NGS no longer adjusts projects to the PR datum.
 TZ5046.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5046
 TZ5046_MARKER: 94 = ROOFTOP VENTILATOR
 TZ5046
 TZ5046  HISTORY     - Date     Condition        Report By
 TZ5046  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5046
 TZ5046                          STATION DESCRIPTION
 TZ5046
 TZ5046'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5046'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5046'IN THE SOUTH CENTRAL PART OF THE ISLAND AT THE EAST SIDE OF CHARLOTTE
 TZ5046'AMALIE ON THE ROOF OF THE ST THOMAS HOSPITAL.  THE STATION IS A
 TZ5046'SILVER COLORED ALUMINUM VENTILATOR WITH A SOMEWHAT CONICAL TOP.  THE
 TZ5046'POINT INTERSECTED WAS THE CENTER OF THE VENTILATOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0512 ***********************************************************************
 TV0512  DESIGNATION -  ST THOMAS N BASE
 TV0512  PID         -  TV0512
 TV0512  STATE/COUNTY-  VQ/ST THOMAS
 TV0512  COUNTRY     -  US
 TV0512  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0512
 TV0512                         *CURRENT SURVEY CONTROL
 TV0512  ______________________________________________________________________
 TV0512* NAD 83(1997) POSITION- 18 20 30.76891(N) 064 54 40.93237(W)   ADJUSTED
 TV0512* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0512  ______________________________________________________________________
 TV0512  GEOID HEIGHT    -        -42.177 (meters)                     GEOID18
 TV0512  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 TV0512  HORZ ORDER      -  THIRD
 TV0512
 TV0512.The horizontal coordinates were established by classical geodetic methods
 TV0512.and adjusted by the National Geodetic Survey in May 1997.
 TV0512
 TV0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0512
 TV0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0512.GEOID18 height accuracy estimate available here.
 TV0512
 TV0512.Click photographs - Photos may exist for this station.
 TV0512
 TV0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0512
 TV0512. The following values were computed from the NAD 83(1997) position.
 TV0512
 TV0512;                    North         East     Units Scale Factor Converg.
 TV0512;SPC PRVI     -   256,955.222   360,867.489   MT  0.99999573   +0 28 34.3
 TV0512;UTM  20      - 2,029,070.969   298,020.608   MT  1.00010437   -0 36 06.1
 TV0512
 TV0512:                Primary Azimuth Mark                     Grid Az
 TV0512:SPC PRVI     -  FLAG                                     177 52 00.2
 TV0512:UTM  20      -  FLAG                                     178 56 40.6
 TV0512
 TV0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9802029070(NAD 83)
 TV0512
 TV0512|---------------------------------------------------------------------|
 TV0512| PID    Reference Object                     Distance      Geod. Az  |
 TV0512|                                                           dddmmss.s |
 TV0512| CE5650 ST THOMAS N BASE RM 2                              04159     |
 TV0512| CE5651 ST THOMAS N BASE RM 3                              15909     |
 TV0512| TV0511 FLAG                                APPROX. 1.3 KM 1782034.5 |
 TV0512| TV0542 COWELLS BATTERY SIG FLAG            APPROX. 2.9 KM 2311840.7 |
 TV0512| TV0515 BLUE BLUEBEARD CASTLE FLAGPOLE      APPROX. 1.4 KM 2623641.6 |
 TV0512| TV0516 BLACK BLACKBEARD CASTLE             APPROX. 1.9 KM 2762842.6 |
 TV0512| TV0523 MID                                 APPROX. 2.4 KM 2773100.0 |
 TV0512| CE5649 ST THOMAS N BASE RM 1                              33252     |
 TV0512|---------------------------------------------------------------------|
 TV0512
 TV0512                          SUPERSEDED SURVEY CONTROL
 TV0512
 TV0512  NAD 83(1993)-  18 20 30.76934(N)    064 54 40.93924(W) AD(       ) 3
 TV0512  NAD 83(1986)-  18 20 30.73789(N)    064 54 40.90148(W) AD(       ) 3
 TV0512  PR          -  18 20 37.90266(N)    064 54 42.38593(W) AD(       ) 3
 TV0512  LMSL    (07/19/86)   46.5    (m)          153.     (f) VERT ANG       
 TV0512
 TV0512.Superseded values are not recommended for survey control.
 TV0512
 TV0512.NGS no longer adjusts projects to the PR datum.
 TV0512.See file dsdata.pdf to determine how the superseded data were derived.
 TV0512
 TV0512_MARKER: Z = SEE DESCRIPTION
 TV0512_SETTING: 0 = UNSPECIFIED SETTING
 TV0512
 TV0512  HISTORY     - Date     Condition        Report By
 TV0512  HISTORY     - 1918     MONUMENTED       CGS
 TV0512  HISTORY     - 1941     SEE DESCRIPTION  CGS
 TV0512
 TV0512                          STATION DESCRIPTION
 TV0512
 TV0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0512'STATION IS A STANDARD BRONZE DISK SET IN CONCRETE POST ABOUT A FOOT
 TV0512'SQUARE SUNK IN THE GROUND ABOUT 18 INCHES AND PROJECTING ABOVE
 TV0512'THE SPARSLEY COVERED GRASSY FIELD ABOUT 3 INCHES.  THE STATION
 TV0512'MARK IS LOCATED ON THE NE CORNER OF THE COMPARATIVELY LEVEL
 TV0512'GROUND KNOWN AS SUGAR ESTATE.  IT IS AT THE FOOT OF WINTBERG
 TV0512'PEAK.
 TV0512'
 TV0512'WINTBERG PEAK, NORTH BASE AND FLOATING DOCK ARE ON RANGE.
 TV0512'
 TV0512'SOUTHERN END OF THE WEST INDIA WHARF IS ON RANGE WITH THE POWDER
 TV0512'MAGAZINE ON HASSEL ISLAND.
 TV0512'
 TV0512'THE SE TANGENT OF THE LOWEST PART OF FREDERICKSBERG HILL, IS ON
 TV0512'LINE WITH SIGNAL HASSEL.
 TV0512'
 TV0512'WITNESS MARKS ARE REGULATION REFERENCE MARKS SET HORIZONTALLY
 TV0512'IN BLAZES AT THE FOOT OF THREE TREES ARRANGED IN THE FORM OF A
 TV0512'TRIANGLE.  STATION IS NEARLY ON LINE WITH WITNESS MARKS NO.1 AND
 TV0512'NO.3.
 TV0512
 TV0512                          STATION RECOVERY (1941)
 TV0512
 TV0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JH)
 TV0512'THE STATION IS REPORTED LOST, THE MARKER EVIDENTLY HAVING BEEN
 TV0512'REMOVED.  ALL EFFORTS TO FIND IT HAVE FAILED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0514 ***********************************************************************
 TV0514  DESIGNATION -  ST THOMAS S BASE
 TV0514  PID         -  TV0514
 TV0514  STATE/COUNTY-  VQ/ST THOMAS
 TV0514  COUNTRY     -  US
 TV0514  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0514
 TV0514                         *CURRENT SURVEY CONTROL
 TV0514  ______________________________________________________________________
 TV0514* NAD 83(1997) POSITION- 18 19 49.39520(N) 064 55 26.61062(W)   ADJUSTED
 TV0514* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0514  ______________________________________________________________________
 TV0514  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 TV0514  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 TV0514  HORZ ORDER      -  THIRD
 TV0514
 TV0514.The horizontal coordinates were established by classical geodetic methods
 TV0514.and adjusted by the National Geodetic Survey in May 1997.
 TV0514
 TV0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0514
 TV0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0514.GEOID18 height accuracy estimate available here.
 TV0514
 TV0514.Click photographs - Photos may exist for this station.
 TV0514
 TV0514.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0514
 TV0514. The following values were computed from the NAD 83(1997) position.
 TV0514
 TV0514;                    North         East     Units Scale Factor Converg.
 TV0514;SPC PRVI     -   255,672.110   359,536.873   MT  0.99999537   +0 28 20.0
 TV0514;UTM  20      - 2,027,812.970   296,665.942   MT  1.00011116   -0 36 19.1
 TV0514
 TV0514:                Primary Azimuth Mark                     Grid Az
 TV0514:SPC PRVI     -  HASSEL                                   288 30 23.2
 TV0514:UTM  20      -  HASSEL                                   289 35 02.3
 TV0514
 TV0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9666527812(NAD 83)
 TV0514
 TV0514|---------------------------------------------------------------------|
 TV0514| PID    Reference Object                     Distance      Geod. Az  |
 TV0514|                                                           dddmmss.s |
 TV0514| CE5653 ST THOMAS S BASE WM                                09441     |
 TV0514| TV0542 COWELLS BATTERY SIG FLAG            APPROX. 1.0 KM 2394741.3 |
 TV0514| TV0525 HASSEL                              APPROX. 1.4 KM 2885843.2 |
 TV0514| TV0523 MID                                 APPROX. 1.9 KM 3275657.1 |
 TV0514| TV0519 KING WHARF CONC BLDG FLAGPOLE       APPROX. 1.4 KM 3281038.9 |
 TV0514| TV0516 BLACK BLACKBEARD CASTLE             APPROX. 1.6 KM 3383219.9 |
 TV0514| CE5652 ST THOMAS S BASE RM 1                              34833     |
 TV0514| TV0515 BLUE BLUEBEARD CASTLE FLAGPOLE      APPROX. 1.1 KM 3595251.2 |
 TV0514|---------------------------------------------------------------------|
 TV0514
 TV0514                          SUPERSEDED SURVEY CONTROL
 TV0514
 TV0514  NAD 83(1993)-  18 19 49.39528(N)    064 55 26.61732(W) AD(       ) 3
 TV0514  NAD 83(1986)-  18 19 49.36422(N)    064 55 26.57994(W) AD(       ) 3
 TV0514  PR          -  18 19 56.52721(N)    064 55 28.06354(W) AD(       ) 3
 TV0514  LMSL    (07/19/86)   14.9    (m)           49.     (f) VERT ANG       
 TV0514
 TV0514.Superseded values are not recommended for survey control.
 TV0514
 TV0514.NGS no longer adjusts projects to the PR datum.
 TV0514.See file dsdata.pdf to determine how the superseded data were derived.
 TV0514
 TV0514_MARKER: DS = TRIANGULATION STATION DISK
 TV0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV0514
 TV0514  HISTORY     - Date     Condition        Report By
 TV0514  HISTORY     - 1918     MONUMENTED       CGS
 TV0514  HISTORY     - 1955     GOOD             CGS
 TV0514  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0514
 TV0514                          STATION DESCRIPTION
 TV0514
 TV0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0514'STATION IS A REGULATION TRIANGULATION DISK SET IN A CONCRETE POST
 TV0514'ABOUT A FOOT SQUARE SUNK IN THE GROUND ABOUT 18 INCHES AND
 TV0514'PROJECTING ABOVE THE GROUND ABOUT 6 INCHES.  IT IS LOCATED ON THE
 TV0514'KNOLL ON HAVENSIGHT POINT AND S OF A PATHWAY LEADING SE FROM THE
 TV0514'SW CORNER OF THE WEST INDIA WHARF, TO THE WHARF MANAGERS HOUSE.
 TV0514'IT IS 11.6 METERS FROM AN IRON FENCE THAT RUNS ALONG S SIDE OF
 TV0514'PATH.  THE PLACE IS COVERED WITH A THICK GROWTH OF PRICKLY
 TV0514'BUSH, (ACACIA AND PING-WING).
 TV0514'
 TV0514'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE AND
 TV0514'CEMENTED IN THE NW CORNER OF OLD RUINS (STONE WALL) NW OF STATION.
 TV0514'
 TV0514'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 TV0514'HOLE IN OUTCROPPING ROCK ON N SIDE OF PATH.
 TV0514'
 TV0514'ELEVATION BY TOPOGRAPHY 52 FEET.
 TV0514'
 TV0514'ELEVATION BY LEVELS 49 FEET.
 TV0514
 TV0514                          STATION RECOVERY (1955)
 TV0514
 TV0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 TV0514'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 TV0514'R. M. NO.1 WERE FOUND TO BE IN GOOD CONDITION.  R.M. NO.2 IS
 TV0514'PRESUMED LOST AS NO TRACE OF IT COULD BE FOUND.
 TV0514'
 TV0514'THE STATION WAS NOT OCCUPIED AT THIS TIME.  THE WHARF MANAGERS
 TV0514'HOUSE WAS TORN DOWN OR DESTROYED BY A HURRICANE A NUMBER OF YEARS
 TV0514'AGO.  THE STATION IS 53 YARDS WEST-NORTH-WEST OF THE NORTH-WEST
 TV0514'CORNER OF A HOUSE THAT IS FACING THE HARBOR ENTRANCE.  THE HOUSE
 TV0514'IS THE MOST WESTWARDLY ONE OF THREE THAT ARE ON THE HILLSIDE.
 TV0514
 TV0514                          STATION RECOVERY (1977)
 TV0514
 TV0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0514'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED
 TV0514'AND ARE PRESUMED DESTROYED DUE TO THE CONSTRUCTION OF A PARKING LOT.
 TV0514'
 TV0514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LONG BAY, CHARLOTTE
 TV0514'AMALIE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 AF9484 ***********************************************************************
 AF9484  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9484  DESIGNATION -  ST. CROIX VLBA CORS ARP
 AF9484  CORS_ID     -  CRO1
 AF9484  PID         -  AF9484
 AF9484  STATE/COUNTY-  VQ/ST CROIX
 AF9484  COUNTRY     -  US
 AF9484  USGS QUAD   -  BUCK ISLAND (2013)
 AF9484
 AF9484                         *CURRENT SURVEY CONTROL
 AF9484  ______________________________________________________________________
 AF9484* NAD 83(2011) POSITION- 17 45 24.82146(N) 064 35 03.55305(W)   ADJUSTED
 AF9484* NAD 83(2011) ELLIP HT-   -29.407 (meters)        (04/??/25)   ADJUSTED
 AF9484* NAD 83(2011) EPOCH   -  2010.00
 AF9484  ______________________________________________________________________
 AF9484  GEOID HEIGHT    -        -41.273 (meters)                     GEOID18
 AF9484  NAD 83(2011) X  -  2,607,772.257 (meters)                     COMP
 AF9484  NAD 83(2011) Y  - -5,488,079.012 (meters)                     COMP
 AF9484  NAD 83(2011) Z  -  1,932,768.211 (meters)                     COMP
 AF9484
 AF9484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9484  Standards:
 AF9484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9484  -------------------------------------------------------------------
 AF9484  NETWORK    0.05   0.14           0.02   0.02   0.07      0.00139900
 AF9484  -------------------------------------------------------------------
 AF9484
 AF9484.The coordinates were established by GPS observations
 AF9484.and adjusted by the National Geodetic Survey in April 2025.
 AF9484
 AF9484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9484.been affixed to the stable North American Tectonic Plate. 
 AF9484
 AF9484.The coordinates are valid at the epoch date displayed above
 AF9484.which is a decimal equivalence of Year/Month/Day.
 AF9484
 AF9484.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9484.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9484.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9484.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9484.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9484.published epoch of 2010.00.
 AF9484
 AF9484.Additional information on MYCS is available at:
 AF9484.https://geodesy.noaa.gov/CORS/index.shtml
 AF9484
 AF9484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9484.GEOID18 height accuracy estimate available here.
 AF9484
 AF9484.The PID for the CORS L1 Phase Center is DQ1134.
 AF9484
 AF9484.Click photographs - Photos may exist for this station.
 AF9484
 AF9484.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9484
 AF9484.The ellipsoidal height was determined by GPS observations
 AF9484.and is referenced to NAD 83.
 AF9484
 AF9484. The following values were computed from the NAD 83(2011) position.
 AF9484
 AF9484;                    North         East     Units Scale Factor Converg.
 AF9484;SPC PRVI     -   192,529.735   396,088.479   MT  1.00002828   +0 34 42.7
 AF9484;UTM  20      - 1,963,998.039   332,033.841   MT  0.99994882   -0 28 59.9
 AF9484
 AF9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9484!SPC PRVI     -   1.00000462  x   1.00002828  =   1.00003290
 AF9484!UTM  20      -   1.00000462  x   0.99994882  =   0.99995344
 AF9484
 AF9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE3203363998(NAD 83)
 AF9484
 AF9484                          SUPERSEDED SURVEY CONTROL
 AF9484
 AF9484  NAD 83(2011)-  17 45 24.82144(N)    064 35 03.55321(W) AD(2010.00) c
 AF9484  ELLIP H (05/??/20)  -29.414  (m)                       GP(2010.00) c c
 AF9484  NAD 83(2011)-  17 45 24.82166(N)    064 35 03.55353(W) AD(2010.00) c
 AF9484  ELLIP H (06/??/19)  -29.419  (m)                       GP(2010.00) c c
 AF9484  NAD 83(2011)-  17 45 24.82164(N)    064 35 03.55360(W) AD(2010.00) c
 AF9484  ELLIP H (02/??/16)  -29.423  (m)                       GP(2010.00) c c
 AF9484  NAD 83(2011)-  17 45 24.82164(N)    064 35 03.55360(W) AD(2010.00) c
 AF9484  ELLIP H (08/??/11)  -29.985  (m)                       GP(2010.00) c c
 AF9484  NAD 83(CORS)-  17 45 24.82074(N)    064 35 03.55891(W) AD(2002.00) c
 AF9484  ELLIP H (03/??/02)  -29.962  (m)                       GP(2002.00) c c
 AF9484  NAD 83(CORS)-  17 45 24.82013(N)    064 35 03.56199(W) AD(1997.00) c
 AF9484  ELLIP H (07/??/98)  -29.966  (m)                       GP(1997.00) c c
 AF9484  NAD 83(CORS)-  17 45 24.81958(N)    064 35 03.56280(W) AD(1996.00) c
 AF9484  ELLIP H (09/??/96)  -29.921  (m)                       GP(1996.00) c c
 AF9484
 AF9484.Superseded values are not recommended for survey control.
 AF9484
 AF9484.NGS no longer adjusts projects to the PR datum.
 AF9484.See file dsdata.pdf to determine how the superseded data were derived.
 AF9484
 AF9484_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9484
 AF9484                          STATION DESCRIPTION
 AF9484
 AF9484'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9484'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9484'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9484'AND LOG FILES ACCESSIBLE AT:
 AF9484'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DI2149 ***********************************************************************
 DI2149  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2149  DESIGNATION -  ST. THOMAS CORS ARP
 DI2149  CORS_ID     -  VITH
 DI2149  PID         -  DI2149
 DI2149  STATE/COUNTY-  VQ/ST THOMAS
 DI2149  COUNTRY     -  US
 DI2149  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DI2149
 DI2149                         *CURRENT SURVEY CONTROL
 DI2149  ______________________________________________________________________
 DI2149* NAD 83(2011) POSITION- 18 20 35.97818(N) 064 58 09.17140(W)   ADJUSTED
 DI2149* NAD 83(2011) ELLIP HT-     6.381 (meters)        (04/??/25)   ADJUSTED
 DI2149* NAD 83(2011) EPOCH   -  2010.00
 DI2149  ______________________________________________________________________
 DI2149  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DI2149  NAD 83(2011) X  -  2,562,351.849 (meters)                     COMP
 DI2149  NAD 83(2011) Y  - -5,487,281.661 (meters)                     COMP
 DI2149  NAD 83(2011) Z  -  1,994,491.490 (meters)                     COMP
 DI2149
 DI2149  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2149  Standards:
 DI2149         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2149            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2149  -------------------------------------------------------------------
 DI2149  NETWORK    0.04   0.05           0.02   0.02   0.03      0.14950200
 DI2149  -------------------------------------------------------------------
 DI2149
 DI2149.The coordinates were established by GPS observations
 DI2149.and adjusted by the National Geodetic Survey in April 2025.
 DI2149
 DI2149.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2149.been affixed to the stable North American Tectonic Plate. 
 DI2149
 DI2149.The coordinates are valid at the epoch date displayed above
 DI2149.which is a decimal equivalence of Year/Month/Day.
 DI2149
 DI2149.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2149.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2149.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2149.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2149.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2149.published epoch of 2010.00.
 DI2149
 DI2149.Additional information on MYCS is available at:
 DI2149.https://geodesy.noaa.gov/CORS/index.shtml
 DI2149
 DI2149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2149.GEOID18 height accuracy estimate available here.
 DI2149
 DI2149.The PID for the CORS L1 Phase Center is DI2150.
 DI2149
 DI2149.Click photographs - Photos may exist for this station.
 DI2149
 DI2149.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2149
 DI2149.The ellipsoidal height was determined by GPS observations
 DI2149.and is referenced to NAD 83.
 DI2149
 DI2149. The following values were computed from the NAD 83(2011) position.
 DI2149
 DI2149;                    North         East     Units Scale Factor Converg.
 DI2149;SPC PRVI     -   257,065.529   354,752.365   MT  0.99999578   +0 27 29.2
 DI2149;UTM  20      - 2,029,296.329   291,907.883   MT  1.00013536   -0 37 11.8
 DI2149
 DI2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2149!SPC PRVI     -   0.99999900  x   0.99999578  =   0.99999478
 DI2149!UTM  20      -   0.99999900  x   1.00013536  =   1.00013436
 DI2149
 DI2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9190729296(NAD 83)
 DI2149
 DI2149                          SUPERSEDED SURVEY CONTROL
 DI2149
 DI2149  NAD 83(2011)-  18 20 35.97818(N)    064 58 09.17133(W) AD(2010.00) c
 DI2149  ELLIP H (06/??/19)    6.378  (m)                       GP(2010.00) c c
 DI2149  NAD 83(2011)-  18 20 35.97813(N)    064 58 09.17131(W) AD(2010.00) c
 DI2149  ELLIP H (08/??/11)    6.380  (m)                       GP(2010.00) c c
 DI2149  NAD 83(CORS)-  18 20 35.97708(N)    064 58 09.17651(W) AD(2002.00) c
 DI2149  ELLIP H (10/??/06)    6.366  (m)                       GP(2002.00) c c
 DI2149
 DI2149.Superseded values are not recommended for survey control.
 DI2149
 DI2149.NGS no longer adjusts projects to the PR datum.
 DI2149.See file dsdata.pdf to determine how the superseded data were derived.
 DI2149
 DI2149_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI2149
 DI2149                          STATION DESCRIPTION
 DI2149
 DI2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI2149'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI2149'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2149'AND LOG FILES ACCESSIBLE AT:
 DI2149'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DI2151 ***********************************************************************
 DI2151  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI2151  DESIGNATION -  ST. THOMAS CORS MON
 DI2151  CORS_ID     -  VITH
 DI2151  PID         -  DI2151
 DI2151  STATE/COUNTY-  VQ/ST THOMAS
 DI2151  COUNTRY     -  US
 DI2151  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DI2151
 DI2151                         *CURRENT SURVEY CONTROL
 DI2151  ______________________________________________________________________
 DI2151* NAD 83(2011) POSITION- 18 20 35.97818(N) 064 58 09.17140(W)   ADJUSTED
 DI2151* NAD 83(2011) ELLIP HT-     6.302 (meters)        (04/??/25)   ADJUSTED
 DI2151* NAD 83(2011) EPOCH   -  2010.00
 DI2151  ______________________________________________________________________
 DI2151  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DI2151  NAD 83(2011) X  -  2,562,351.817 (meters)                     COMP
 DI2151  NAD 83(2011) Y  - -5,487,281.592 (meters)                     COMP
 DI2151  NAD 83(2011) Z  -  1,994,491.465 (meters)                     COMP
 DI2151  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DI2151
 DI2151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI2151  Standards:
 DI2151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI2151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI2151  -------------------------------------------------------------------
 DI2151  NETWORK    0.04   0.05           0.02   0.02   0.03      0.14950200
 DI2151  -------------------------------------------------------------------
 DI2151
 DI2151.The horizontal coordinates were established by GPS observations
 DI2151.and adjusted by the National Geodetic Survey in April 2025.
 DI2151
 DI2151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI2151.been affixed to the stable North American Tectonic Plate. 
 DI2151
 DI2151.The horizontal coordinates are valid at the epoch date displayed above
 DI2151.which is a decimal equivalence of Year/Month/Day.
 DI2151
 DI2151.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI2151.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI2151.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI2151.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI2151.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI2151.published epoch of 2010.00.
 DI2151
 DI2151.Additional information on MYCS is available at:
 DI2151.https://geodesy.noaa.gov/CORS/index.shtml
 DI2151
 DI2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI2151.GEOID18 height accuracy estimate available here.
 DI2151
 DI2151.Click photographs - Photos may exist for this station.
 DI2151
 DI2151.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI2151
 DI2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI2151
 DI2151.The ellipsoidal height was determined by GPS observations
 DI2151.and is referenced to NAD 83.
 DI2151
 DI2151. The following values were computed from the NAD 83(2011) position.
 DI2151
 DI2151;                    North         East     Units Scale Factor Converg.
 DI2151;SPC PRVI     -   257,065.529   354,752.365   MT  0.99999578   +0 27 29.2
 DI2151;UTM  20      - 2,029,296.329   291,907.883   MT  1.00013536   -0 37 11.8
 DI2151
 DI2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI2151!SPC PRVI     -   0.99999901  x   0.99999578  =   0.99999479
 DI2151!UTM  20      -   0.99999901  x   1.00013536  =   1.00013437
 DI2151
 DI2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9190729296(NAD 83)
 DI2151
 DI2151                          SUPERSEDED SURVEY CONTROL
 DI2151
 DI2151  NAD 83(2011)-  18 20 35.97818(N)    064 58 09.17133(W) AD(2010.00) A
 DI2151  ELLIP H (06/??/19)    6.298  (m)                       GP(2010.00) 4 1
 DI2151  NAD 83(2011)-  18 20 35.97813(N)    064 58 09.17131(W) AD(2010.00) A
 DI2151  ELLIP H (08/??/11)    6.301  (m)                       GP(2010.00) 4 1
 DI2151  NAD 83(CORS)-  18 20 35.97708(N)    064 58 09.17651(W) AD(2002.00) A
 DI2151  ELLIP H (10/??/06)    6.286  (m)                       GP(2002.00) 4 1
 DI2151
 DI2151.Superseded values are not recommended for survey control.
 DI2151
 DI2151.NGS no longer adjusts projects to the PR datum.
 DI2151.See file dsdata.pdf to determine how the superseded data were derived.
 DI2151
 DI2151_STAMPING: UNKNOWN
 DI2151
 DI2151                          STATION DESCRIPTION
 DI2151
 DI2151'THIS MONUMENT IS ASSOCIATED WITH STATION 'VITH'
 DI2151'AND IS A PART OF THE NOAA CORS NETWORK (NCN). LATEST INFORMATION
 DI2151'INCLUDING POSITIONS AND VEOCITIES ARE AVAILABLE IN THE COORDINATE
 DI2151'AND LOG FILES ACCESSIBLE AT:
 DI2151'https://geodesy.noaa.gov/CORS/index.shtml
 DI2151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5047 ***********************************************************************
 TZ5047  DESIGNATION -  STT AIRPORT BEACON
 TZ5047  PID         -  TZ5047
 TZ5047  STATE/COUNTY-  VQ/ST THOMAS
 TZ5047  COUNTRY     -  US
 TZ5047  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5047
 TZ5047                         *CURRENT SURVEY CONTROL
 TZ5047  ______________________________________________________________________
 TZ5047* NAD 83(1997) POSITION- 18 19 38.85175(N) 064 57 50.43897(W)   ADJUSTED
 TZ5047* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5047  ______________________________________________________________________
 TZ5047  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TZ5047  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 TZ5047  HORZ ORDER      -  THIRD
 TZ5047
 TZ5047.The horizontal coordinates were established by classical geodetic methods
 TZ5047.and adjusted by the National Geodetic Survey in May 1997.
 TZ5047
 TZ5047.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5047
 TZ5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5047.GEOID18 height accuracy estimate available here.
 TZ5047
 TZ5047.Click photographs - Photos may exist for this station.
 TZ5047
 TZ5047.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5047
 TZ5047. The following values were computed from the NAD 83(1997) position.
 TZ5047
 TZ5047;                    North         East     Units Scale Factor Converg.
 TZ5047;SPC PRVI     -   255,313.611   355,316.433   MT  0.99999528   +0 27 35.0
 TZ5047;UTM  20      - 2,027,533.867   292,438.972   MT  1.00013263   -0 37 04.1
 TZ5047
 TZ5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9243827533(NAD 83)
 TZ5047
 TZ5047                          SUPERSEDED SURVEY CONTROL
 TZ5047
 TZ5047  NAD 83(1993)-  18 19 38.84886(N)    064 57 50.44822(W) AD(       ) 3
 TZ5047  LMSL    (07/06/94)   84.6    (m)          278.     (f) VERT ANG       
 TZ5047
 TZ5047.Superseded values are not recommended for survey control.
 TZ5047
 TZ5047.NGS no longer adjusts projects to the PR datum.
 TZ5047.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5047
 TZ5047_MARKER: 21 = AIRPORT BEACON
 TZ5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5047+SATELLITE: SATELLITE OBSERVATIONS - 1993
 TZ5047
 TZ5047  HISTORY     - Date     Condition        Report By
 TZ5047  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5047  HISTORY     - 19930322 GOOD             NGS
 TZ5047
 TZ5047                          STATION DESCRIPTION
 TZ5047
 TZ5047'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5047'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5047'ON THE SOUTH SIDE OF THE ISLAND ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF
 TZ5047'CHARLOTTE AMALIE ATOP GRAMBOKOLA HILL. REACHED FROM CHARLOTTE AMALIE
 TZ5047'GO WEST ON THE MORAVIAN HIGHWAY TO THE AIRPORT ACCESS ROAD ON THE
 TZ5047'LEFT.  TURN LEFT ON THE AIRPORT ACCESS ROAD AND PROCEED SOUTHWEST FOR
 TZ5047'0.15 MI (0.24 KM) TO A FORK ROAD LEFT.  TURN LEFT AND GO SOUTH
 TZ5047'BEARING RIGHT AT ALL FORKS FOR 0.6 MI (1.0 KM) TO A GATE.  PASSAGE
 TZ5047'THROUGH THE GATE MAY BE COORDINATED THROUGH THE FEDERAL AVIATION
 TZ5047'ADMINITRATION AT THE NORTH SIDE OF THE ST THOMAS AIRPORT.  PASS
 TZ5047'THROUGH THE GATE AND PROCEED UP THE HILL FOR 0.2 MI (0.3 KM) TO THE
 TZ5047'SECOND ROAD ON THE LEFT, TURN LEFT AND PROCEED UPHILL FOR 0.15 MI
 TZ5047'(0.24 KM) TO THE POINT WHERE THE PAVEMENT ENDS THENCE BEAR RIGHT ON A
 TZ5047'DIM TRACK ROAD UP THE HILL FOR 0.15 MI (0.24 KM) TO THE TOP OF THE
 TZ5047'HILL AND THE STATION. THE STATION MARK IS A ROTATING AERONAUTICAL
 TZ5047'BEACON AFFIXED TO A LARGE CUBICAL CONCRETE BASE.  TO THE TOP OF THE
 TZ5047'ROTATING BEACON IS AFFIXED A PAIR OF RED OBSTRUCTION LIGHTS.  THE
 TZ5047'BEACON HAS TWO LENSES, ONE WHITE (CLEAR) AND ONE GREEN.  THE BEACON
 TZ5047'IS LOCATED ABOUT 4000 FT (1219.2 M) SOUTH OF THE END OF RUNWAY 28 AND
 TZ5047'5.165 METERS (16.946 FT) SOUTH-SOUTHWEST OF STATION BRUSH RESET IN AN
 TZ5047'OUTCROPPING OF ROCK.  THE POINT INTERSECTED IS THE CENTER OF THE
 TZ5047'ROTATING SHAFT OF THE BEACON.
 TZ5047
 TZ5047                          STATION RECOVERY (1993)
 TZ5047
 TZ5047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TZ5047'THIS STATION IS LOCATED AT THE TOP OF GRAMBOKOLA HILL ABOUT 4000 FT
 TZ5047'(1219.2 M) SOUTH OF RWY END 28.  IT IS A STANDARD BEACON LIGHT, ONE
 TZ5047'SIDE GREEN, THE OTHER WHITE, MOUNTED DIRECTLY ON A LOW CONCRETE PAD.
 TZ5047'THE POINT INTERSECTED WAS THE SHAFT BENEATH THE BEACON LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1533 ***********************************************************************
 TV1533  SACS        -  This is a Secondary Airport Control Station.
 TV1533  DESIGNATION -  STT C
 TV1533  PID         -  TV1533
 TV1533  STATE/COUNTY-  VQ/ST THOMAS
 TV1533  COUNTRY     -  US
 TV1533  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1533
 TV1533                         *CURRENT SURVEY CONTROL
 TV1533  ______________________________________________________________________
 TV1533* NAD 83(2011) POSITION- 18 20 20.56975(N) 064 57 59.66542(W)   ADJUSTED
 TV1533* NAD 83(2011) ELLIP HT-   -38.654 (meters)        (06/27/12)   ADJUSTED
 TV1533* NAD 83(2011) EPOCH   -  2010.00
 TV1533* VIVD09  ORTHO HEIGHT -     3.515 (meters)       11.53  (feet) ADJUSTED
 TV1533  ______________________________________________________________________
 TV1533  GEOID HEIGHT    -        -42.190 (meters)                     GEOID18
 TV1533  NAD 83(2011) X  -  2,562,649.727 (meters)                     COMP
 TV1533  NAD 83(2011) Y  - -5,487,259.904 (meters)                     COMP
 TV1533  NAD 83(2011) Z  -  1,994,027.644 (meters)                     COMP
 TV1533  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 TV1533  VERT ORDER      -  FIRST     CLASS II
 TV1533
 TV1533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1533  Standards:
 TV1533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1533  -------------------------------------------------------------------
 TV1533  NETWORK    2.98   7.27           1.07   1.34   3.71     -0.01418486
 TV1533  -------------------------------------------------------------------
 TV1533  Click here for local accuracies and other accuracy information.
 TV1533
 TV1533.This mark is at Cyril E King Airport (STT)
 TV1533
 TV1533.The horizontal coordinates were established by GPS observations
 TV1533.and adjusted by the National Geodetic Survey in June 2012.
 TV1533
 TV1533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1533.been affixed to the stable North American tectonic plate. See 
 TV1533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1533
 TV1533.The horizontal coordinates are valid at the epoch date displayed above
 TV1533.which is a decimal equivalence of Year/Month/Day.
 TV1533
 TV1533.The orthometric height was determined by differential leveling and
 TV1533.adjusted by the NATIONAL GEODETIC SURVEY
 TV1533.in April 2012.
 TV1533
 TV1533.No vertical observational check was made to the station.
 TV1533
 TV1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1533.GEOID18 height accuracy estimate available here.
 TV1533
 TV1533.Click photographs - Photos may exist for this station.
 TV1533
 TV1533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1533
 TV1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1533
 TV1533.The ellipsoidal height was determined by GPS observations
 TV1533.and is referenced to NAD 83.
 TV1533
 TV1533. The following values were computed from the NAD 83(2011) position.
 TV1533
 TV1533;                    North         East     Units Scale Factor Converg.
 TV1533;SPC PRVI     -   256,594.038   355,035.251   MT  0.99999564   +0 27 32.2
 TV1533;UTM  20      - 2,028,819.533   292,181.887   MT  1.00013395   -0 37 08.3
 TV1533
 TV1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1533!SPC PRVI     -   1.00000608  x   0.99999564  =   1.00000172
 TV1533!UTM  20      -   1.00000608  x   1.00013395  =   1.00014003
 TV1533
 TV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9218128819(NAD 83)
 TV1533
 TV1533                          SUPERSEDED SURVEY CONTROL
 TV1533
 TV1533  NAD 83(2007)-  18 20 20.56870(N)    064 57 59.67043(W) AD(2002.00) 0
 TV1533  ELLIP H (02/10/07)  -38.668  (m)                       GP(2002.00)    
 TV1533  NAD 83(2002)-  18 20 20.57003(N)    064 57 59.67261(W) AD(       ) 1
 TV1533  ELLIP H (11/29/04)  -38.733  (m)                       GP(       ) 5 2
 TV1533  NAD 83(2002)-  18 20 20.56876(N)    064 57 59.67014(W) AD(       ) 1
 TV1533  ELLIP H (10/13/04)  -38.643  (m)                       GP(       ) 4 2
 TV1533  NAD 83(1997)-  18 20 20.56751(N)    064 57 59.67624(W) AD(       ) 1
 TV1533  ELLIP H (05/12/97)  -38.724  (m)                       GP(       ) 4 2
 TV1533  NAD 83(1996)-  18 20 20.56891(N)    064 57 59.67630(W) AD(       ) 1
 TV1533  ELLIP H (12/30/96)  -38.696  (m)                       GP(       ) 5 1
 TV1533  NAD 83(1993)-  18 20 20.56567(N)    064 57 59.68620(W) AD(       ) B
 TV1533  ELLIP H (01/13/94)  -38.576  (m)                       GP(       ) 4 1
 TV1533  LMSL    (12/30/96)    3.29   (m)  EGM96    model used  GPS OBS        
 TV1533  LMSL                  3.60   (m)           11.8    (f) LEVELING    3  
 TV1533
 TV1533.Superseded values are not recommended for survey control.
 TV1533
 TV1533.NGS no longer adjusts projects to the PR datum.
 TV1533.See file dsdata.pdf to determine how the superseded data were derived.
 TV1533
 TV1533_MARKER: DD = SURVEY DISK
 TV1533_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TV1533_SP_SET: AIRPORT APRON
 TV1533_STAMPING: STT C 1993
 TV1533_MARK LOGO: NOS
 TV1533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TV1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TV1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1533+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 TV1533
 TV1533  HISTORY     - Date     Condition        Report By
 TV1533  HISTORY     - 1993     MONUMENTED       NOS
 TV1533  HISTORY     - 19930322 GOOD             NGS
 TV1533  HISTORY     - 19931005 GOOD             NOS
 TV1533  HISTORY     - 19960325 GOOD             NGS
 TV1533  HISTORY     - 20070724 GOOD             NGS
 TV1533  HISTORY     - 20081115 GOOD             NGS
 TV1533
 TV1533                          STATION DESCRIPTION
 TV1533
 TV1533'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1533'THE STATION IS LOCATED AT THE NORTHEAST PART OF THE CYRIL E. KING
 TV1533'AIRPORT IN CHARLOTTE AMALIE, ST THOMAS, USVI.
 TV1533'IT IS AT THE SOUTHWEST CORNER OF A CONCRETE GENERAL AVIATION PARKING
 TV1533'RAMP.  IT IS 63.52 M (208.40 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 TV1533'THE FIREHOUSE AND 57.24 M (187.79 FT) SOUTH OF THE SOUTHWEST CORNER
 TV1533'OF A PAIR OF HANGERS.  IT IS 0.3 M (1.0 FT) IN FROM THE SOUTH AND
 TV1533'WEST EDGES OF RAMP.
 TV1533
 TV1533                          STATION RECOVERY (1993)
 TV1533
 TV1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TV1533'THIS STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT, IN THE
 TV1533'SOUTHWEST CORNER OF A CONCRETE GENERAL AVIATION PARKING RAMP.  IT IS
 TV1533'208.4 FT (63.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIREHOUSE
 TV1533'AND 187.8 FT (57.2 M) SOUTH OF THE SOUTHWEST CORNER OF A PAIR OF
 TV1533'HANGARS.  IT IS AN NOS DISK STAMPED STT C 1993 CEMENTED IN A DRILL
 TV1533'HOLE ONE FOOT IN FROM THE SOUTH AND WEST EDGES OF THE RAMP.
 TV1533
 TV1533                          STATION RECOVERY (1993)
 TV1533
 TV1533'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 TV1533'THE STATION IS LOCATED AT THE WEST SIDE OF CHARLOTTE AMALIE, ST THOMAS
 TV1533'AT THE CYRIL E. KING AIRPORT ON THE NORTH SIDE OF THE AIRFIELD ON A
 TV1533'CONCRETE APRON/TAXIWAY SOUTHEAST OF THE FIRE AND CRASH STATION NEAR
 TV1533'THE WEST SIDE OF THE GENERAL AVIATION RAMP.  REACHED FROM CHARLOTTE
 TV1533'AMALIE WEST ON THE MORAVIAN HIGHWAY TO THE AIRPORT ACCESS ROAD, LEFT
 TV1533'AND SOUTHWEST ON THE ACCESS ROAD TO THE AIRPORT TERMINAL AND THE
 TV1533'AIRPORT MANAGERS OFFICE ON THE SECOND FLOOR OF THE TERMINAL BUILDING
 TV1533'WHERE PERMISSION AND CLEARANCE MUST BE OBTAINED TO ENTER THE
 TV1533'CONTROLLED AIRCRAFT OPERATIONS AREA.  POINT OF CONTACT FOR AIRFIELD
 TV1533'ACCESS IS THE AIRPORT MANAGER, MR. J. CRANSTON WHO MAY BE REACHED AT
 TV1533'809-779-8799 OR 809-774-4081.  ONCE ON THE AIRFIELD, PROCEED TO THE
 TV1533'GENERAL AVIATION RAMP AND THE STATION CLOSE TO THE CENTER OF A
 TV1533'TAXIWAY.  AN NOS BRONZE DISK SET IN A CONCRETE TAXIWAY/APRON ON THE
 TV1533'GENERAL AVIATION RAMP, IT IS, 208.4 FT (63.5 M) SE OF THE SOUTHEAST
 TV1533'CORNER OF THE FIRE/CRASH HOUSE,  187.8 FT (57.2 M) SOUTH OF THE
 TV1533'SOUTHWEST CORNER OF A PAIR OF HANGARS AND ABOUT 21 FT (6.4 M) NORTH
 TV1533'AND EAST OF THE EDGES OF THE CONCRETE SURFACES OF THE RAMP/APRON.
 TV1533'NOTE THAT THE LOCATION OF THIS STATION MAKES FOR DIFFICULT
 TV1533'OCCUPATIONS DURING PERIODS OF HEAVY AIRCRAFT TRAFFIC.
 TV1533
 TV1533                          STATION RECOVERY (1996)
 TV1533
 TV1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 TV1533'THE STATION IS LOCATED AT THE CYRIL E.  KING AIRPORT, ST.  THOMAS,
 TV1533'VIRGIN ISLANDS, IN A TAXI NEAR THE SOUTHWEST CORNER OF A CONCRETE
 TV1533'APRON, ADJACENT TO THE FIRE STATION, IN THE NORTHEAST AREA OF THE
 TV1533'AIRFIELD, AND JUST EAST OF THE CONNECTOR TAXI FROM THE APRON TO A
 TV1533'PARALLEL TAXI.  OWNERSHIP--VIRGIN ISLANDS PORT AUTHORITY, P.O.  BOX
 TV1533'1707, ST.  THOMAS, U.S.  VIRGIN ISLANDS 00803.  AIRPORT MANAGER IS
 TV1533'BARBARA RICKETTS.  PHONE 809-774-5100, BEEPER 809-777-0558, FAX
 TV1533'809-774-5594.  CONTACT HER FOR PERMISSION TO OCCUPY THIS STATION AND
 TV1533'TO ARRANGE FOR AN ESCORT.  THE STATION IS SET FLUSH IN THE TOP OF THE
 TV1533'CONCRETE APRON AND TAXI.  IT IS 63.4 M (208.0 FT) SOUTH-SOUTHEAST OF
 TV1533'THE SOUTHEAST CORNER OF THE FIRE STATION BUILDING AT TRUCK DOOR, 57.2
 TV1533'M (187.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST ONE
 TV1533'OF A PAIR OF HANGARS, 30.0 M (98.4 FT) NORTHEAST OF THE NORTHEAST
 TV1533'CORNER OF TAXI SIGN F-B, 18.6 M (61.0 FT) NORTH-NORTHEAST OF THE SOUTH
 TV1533'EDGE OF THE CONCRETE APRON, AND 11.9 M (39.0 FT) EAST-SOUTHEAST OF THE
 TV1533'EAST EDGE OF THE CONCRETE APRON.  NOTE--THIS IS A SECONDARY AIRPORT
 TV1533'CONTROL STATION (SACS) .
 TV1533
 TV1533                          STATION RECOVERY (2007)
 TV1533
 TV1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1533'RECOVERED IN GOOD CONDITION ACCESS TO THE BENCH MARK IS BY PERMISSION
 TV1533'ONLY.  ACCESS AND ESCORT MUST BE OBTAINED FROM THE AIRPORT AUTHORITY.
 TV1533
 TV1533                          STATION RECOVERY (2008)
 TV1533
 TV1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DW)
 TV1533'DISK FOUND A BIT SCRAPED.  NEW CEMENT WAS ADDED TO COUNTERSINK AROUND
 TV1533'MARK.  LETTERS WERE RESTAMPED (POORLY).  MARK IS 42 METERS SSE OF
 TV1533'GRAVITY MARK 'ST. THOMAS AP.'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1534 ***********************************************************************
 TV1534  SACS        -  This is a Secondary Airport Control Station.
 TV1534  DESIGNATION -  STT D
 TV1534  PID         -  TV1534
 TV1534  STATE/COUNTY-  VQ/ST THOMAS
 TV1534  COUNTRY     -  US
 TV1534  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1534
 TV1534                         *CURRENT SURVEY CONTROL
 TV1534  ______________________________________________________________________
 TV1534* NAD 83(2011) POSITION- 18 20 08.16285(N) 064 58 47.61806(W)   ADJUSTED
 TV1534* NAD 83(2011) ELLIP HT-   -37.373 (meters)        (06/27/12)   ADJUSTED
 TV1534* NAD 83(2011) EPOCH   -  2010.00
 TV1534* VIVD09  ORTHO HEIGHT -     4.796 (meters)       15.73  (feet) ADJUSTED
 TV1534  ______________________________________________________________________
 TV1534  GEOID HEIGHT    -        -42.199 (meters)                     GEOID18
 TV1534  NAD 83(2011) X  -  2,561,425.245 (meters)                     COMP
 TV1534  NAD 83(2011) Y  - -5,487,965.373 (meters)                     COMP
 TV1534  NAD 83(2011) Z  -  1,993,665.961 (meters)                     COMP
 TV1534  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 TV1534  VERT ORDER      -  FIRST     CLASS II
 TV1534
 TV1534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1534  Standards:
 TV1534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1534  -------------------------------------------------------------------
 TV1534  NETWORK    3.02   7.29           1.08   1.36   3.72     -0.00989431
 TV1534  -------------------------------------------------------------------
 TV1534  Click here for local accuracies and other accuracy information.
 TV1534
 TV1534.This mark is at Cyril E King Airport (STT)
 TV1534
 TV1534.The horizontal coordinates were established by GPS observations
 TV1534.and adjusted by the National Geodetic Survey in June 2012.
 TV1534
 TV1534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1534.been affixed to the stable North American tectonic plate. See 
 TV1534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1534
 TV1534.The horizontal coordinates are valid at the epoch date displayed above
 TV1534.which is a decimal equivalence of Year/Month/Day.
 TV1534
 TV1534.The orthometric height was determined by differential leveling and
 TV1534.adjusted by the NATIONAL GEODETIC SURVEY
 TV1534.in April 2012.
 TV1534
 TV1534.No vertical observational check was made to the station.
 TV1534
 TV1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1534.GEOID18 height accuracy estimate available here.
 TV1534
 TV1534.Click photographs - Photos may exist for this station.
 TV1534
 TV1534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1534
 TV1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1534
 TV1534.The ellipsoidal height was determined by GPS observations
 TV1534.and is referenced to NAD 83.
 TV1534
 TV1534. The following values were computed from the NAD 83(2011) position.
 TV1534
 TV1534;                    North         East     Units Scale Factor Converg.
 TV1534;SPC PRVI     -   256,201.367   353,630.377   MT  0.99999553   +0 27 17.2
 TV1534;UTM  20      - 2,028,453.307   290,769.674   MT  1.00014124   -0 37 23.0
 TV1534
 TV1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1534!SPC PRVI     -   1.00000588  x   0.99999553  =   1.00000141
 TV1534!UTM  20      -   1.00000588  x   1.00014124  =   1.00014712
 TV1534
 TV1534:                Primary Azimuth Mark                     Grid Az
 TV1534:SPC PRVI     -  STT E                                    087 12 57.1
 TV1534:UTM  20      -  STT E                                    088 17 37.3
 TV1534
 TV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9076928453(NAD 83)
 TV1534
 TV1534|---------------------------------------------------------------------|
 TV1534| PID    Reference Object                     Distance      Geod. Az  |
 TV1534|                                                           dddmmss.s |
 TV1534| AB9317 STT E                               APPROX. 0.6 KM 0874014.3 |
 TV1534|---------------------------------------------------------------------|
 TV1534
 TV1534                          SUPERSEDED SURVEY CONTROL
 TV1534
 TV1534  NAD 83(2007)-  18 20 08.16181(N)    064 58 47.62308(W) AD(2002.00) 0
 TV1534  ELLIP H (02/10/07)  -37.387  (m)                       GP(2002.00)    
 TV1534  NAD 83(2002)-  18 20 08.16270(N)    064 58 47.62526(W) AD(       ) 1
 TV1534  ELLIP H (12/06/04)  -37.465  (m)                       GP(       ) 5 1
 TV1534  NAD 83(2002)-  18 20 08.16308(N)    064 58 47.62541(W) AD(       ) 1
 TV1534  ELLIP H (11/29/04)  -37.449  (m)                       GP(       ) 5 2
 TV1534  NAD 83(2002)-  18 20 08.16204(N)    064 58 47.62271(W) AD(       ) 1
 TV1534  ELLIP H (10/13/04)  -37.345  (m)                       GP(       ) 4 2
 TV1534  NAD 83(1997)-  18 20 08.16079(N)    064 58 47.62880(W) AD(       ) 1
 TV1534  ELLIP H (05/12/97)  -37.426  (m)                       GP(       ) 4 2
 TV1534  NAD 83(1996)-  18 20 08.16196(N)    064 58 47.62910(W) AD(       ) 1
 TV1534  ELLIP H (12/30/96)  -37.412  (m)                       GP(       ) 5 1
 TV1534  NAD 83(1993)-  18 20 08.15895(N)    064 58 47.63876(W) AD(       ) 1
 TV1534  ELLIP H (01/13/94)  -37.278  (m)                       GP(       ) 4 1
 TV1534  LMSL    (04/24/00)    4.55   (m)  GEOID99  model used  GPS OBS        
 TV1534  LMSL    (05/12/97)    4.63   (m)  GEOID96  model used  GPS OBS        
 TV1534  LMSL    (12/30/96)    4.55   (m)  EGM96    model used  GPS OBS        
 TV1534  LMSL                  4.94   (m)           16.2    (f) LEVELING    3  
 TV1534
 TV1534.Superseded values are not recommended for survey control.
 TV1534
 TV1534.NGS no longer adjusts projects to the PR datum.
 TV1534.See file dsdata.pdf to determine how the superseded data were derived.
 TV1534
 TV1534_MARKER: DD = SURVEY DISK
 TV1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV1534_STAMPING: STT D 1993
 TV1534_MARK LOGO: NOS
 TV1534_PROJECTION: FLUSH
 TV1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1534+STABILITY: SURFACE MOTION
 TV1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1534+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 TV1534
 TV1534  HISTORY     - Date     Condition        Report By
 TV1534  HISTORY     - 1993     MONUMENTED       NOS
 TV1534  HISTORY     - 19930322 GOOD             NGS
 TV1534  HISTORY     - 19931005 GOOD             NOS
 TV1534  HISTORY     - 19960325 GOOD             NGS
 TV1534  HISTORY     - 20000304 GOOD             NGS
 TV1534  HISTORY     - 20070724 GOOD             NGS
 TV1534
 TV1534                          STATION DESCRIPTION
 TV1534
 TV1534'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1534'THE STATION IS LOCATED IN THE WEST PART OF THE CYRIL E. KING AIRPORT
 TV1534'IN CHARLOTTE AMALIE, ST THOMAS, USVI.
 TV1534'IT IS LOCATED 399.3 M (1310.0 FT) EAST-SOUTHEAST OF THE CL END RWY 10,
 TV1534'81.9 M (268.7 FT) SOUTHEAST OF THE GLIDESLOPE ANTENNA, 34.96 M
 TV1534'(114.70 FT) SOUTH OF THE CENTERLINE OF THE PARALLEL TAXIWAY AND ON
 TV1534'RANGE WITH THE ILS HOLD BAR.  IT IS 15.54 M (50.98 FT) SOUTH OF A
 TV1534'LIGHTED SIGN ILS AND ABOUT 10.67 M (35.01 FT) NORTH OF THE NORTH EDGE
 TV1534'OF SEAWALL MADE OF LARGE ROCKS.
 TV1534
 TV1534                          STATION RECOVERY (1993)
 TV1534
 TV1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TV1534'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT NEAR THE
 TV1534'GLIDESLOPE ANTENNA.  IT IS 1310 FT (399.3 M) EAST-SOUTHEAST OF THE CL
 TV1534'END RWY 10, 268.7 FT (81.9 M) SOUTHEAST OF THE GLIDESLOPE ANTENNA,
 TV1534'114.7 FT (35.0 M) SOUTH OF THE CL OF THE PARALLEL TAXIWAY AND ON RANGE
 TV1534'WITH THE ILS HOLD BAR.  IT IS 51.0 FT (15.5 M) SOUTH OF A LIGHTED SIGN
 TV1534'ILS AND ABOUT 35 FT (10.7 M) NORTH OF THE NORTH EDGE OF A SEAWALL MADE
 TV1534'OF LARGE ROCKS.  IT IS AN NOS DISK STAMPED STT D 1993 SET IN THE TOP
 TV1534'OF A CONCRETE POST FLUSH WITH THE GROUND.
 TV1534
 TV1534                          STATION RECOVERY (1993)
 TV1534
 TV1534'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 TV1534'THE STATION IS LOCATED AT THE WEST SIDE OF CHARLOTTE AMALIE, ST THOMAS
 TV1534'AT THE CYRIL E. KING AIRPORT ON THE SOUTH SIDE OF A BACKFILLED
 TV1534'EXTENSION OF RUNWAY 10-28 NEAR THE WEST SIDE OF THE AIRPORT IN THE
 TV1534'VICINITY OF AN ILS GLIDE SLOPE ANTENNA.  REACHED FROM CHARLOTTE
 TV1534'AMALIE WEST ON THE MORAVIAN HIGHWAY TO THE AIRPORT ACCESS ROAD, LEFT
 TV1534'AND SOUTHWEST ON THE ACCESS ROAD TO THE AIRPORT TERMINAL AND THE
 TV1534'AIRPORT MANAGERS OFFICE ON THE SECOND FLOOR OF THE TERMINAL BUILDING
 TV1534'WHERE PERMISSION AND CLEARANCE MUST BE OBTAINED TO ENTER THE
 TV1534'CONTROLLED AIRCRAFT OPERATIONS AREA.  POINT OF CONTACT AT THE AIRPORT
 TV1534'IS THE AIRPORT MANAGER, MR. J. CRANSTON, PHONE NO. 809-779-8799 OR
 TV1534'809-774-4081.  ONCE ON THE AIRFIELD, PROCEED WEST ON TAXIWAY ALPHA TO
 TV1534'THE GRASSY SHOULDER LEFT AND SOUTH OF THE ILS HOLDBAR ON THE TAXIWAY.
 TV1534'AN NOS BRONZE DISK SET IN A CONCRETE MONUMENT AT GROUND LEVEL, IT
 TV1534'IS, ABOUT 1310 FT (399.3 M) ESE OF THE CENTERLINE END OF RUNWAY 10,
 TV1534'268.7 FT (81.9 M) SE OF THE GLIDESLOPE ANTENNA, 114.7 FT (35.0 M)
 TV1534'SOUTH OF THE CENTERLINE OF THE PARALLEL TAXIWAY ON RANGE WITH THE ILS
 TV1534'HOLDBAR, 51.0 FT (15.5 M) SOUTH OF A LIGHTED ILS SIGN AND ABOUT 35 FT
 TV1534'(10.7 M) NORTH OF THE LARGE ROCKS COMPRISING THE SOUTH RIPRAP
 TV1534'BULKHEAD.
 TV1534
 TV1534                          STATION RECOVERY (1996)
 TV1534
 TV1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 TV1534'THE STATION IS LOCATED AT THE CYRIL E.  KING AIRPORT, ST.  THOMAS,
 TV1534'VIRGIN ISLANDS, IN A ROCKY AREA BETWEEN A ROCK SEAWALL AND THE
 TV1534'PARALLEL TAXI LEADING TO RUNWAY END 10, IN LINE WITH THE STOP LINE FOR
 TV1534'THE GLIDESLOPE ANTENNA, AND IN THE SOUTHWEST AREA OF THE AIRFIELD.
 TV1534'OWNERSHIP--VIRGIN ISLANDS PORT AUTHORITY, P.O.  BOX 1707, ST.  THOMAS,
 TV1534'U.S.  VIRGIN ISLANDS 00803.  AIRPORT MANAGER IS BARBARA RICKETTS.
 TV1534'PHONE 809-774-5100, BEEPER 809-777-0558, FAX 809-774-5594.  CONTACT
 TV1534'HER FOR PERMISSION TO OCCUPY THIS STATION AND TO ARRANGE FOR AN
 TV1534'ESCORT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 TV1534'RECESSED 8 CM BELOW THE GROUND SURFACE.  IT IS 81.5 M (267.4 FT)
 TV1534'SOUTH-SOUTHEAST OF AND ACROSS THE TAXI FROM THE SOUTHWEST LEG OF THE
 TV1534'GLIDESLOPE ANTENNA, 34.9 M (114.5 FT) SOUTH OF THE TAXI CENTER, 15.5 M
 TV1534'(50.9 FT) SOUTH OF THE SOUTH END OF THE ILS SIGN, AND ABOUT 11 M (36.1
 TV1534'FT) NORTH OF THE ROCK SEAWALL.  NOTE--THIS IS A SECONDARY AIRPORT
 TV1534'CONTROL STATION (SACS) .
 TV1534
 TV1534                          STATION RECOVERY (2000)
 TV1534
 TV1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (APF)
 TV1534'RECOVERED AS DESCRIBED WITH A NEW TO REACH.  TO REACH THE STATION FROM
 TV1534'THE GATE AT THE WEST END OF THE FEDEX AND AIR CARGO BUILDING LOCATED
 TV1534'AT THE SOUTH EDGE OF THE AIRPORT, GO NORTHERLY FOR 0.3 MI (0.5 KM)
 TV1534'ACROSS A RAMP TO A PARALLEL TAXIWAY A, TURN LEFT AND GO WEST FOR 0.35
 TV1534'MI (0.56 KM) ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT AND
 TV1534'THE GLIDE SLOPE ON THE RIGHT.
 TV1534
 TV1534                          STATION RECOVERY (2007)
 TV1534
 TV1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1534'RECOVERED IN GOOD CONDITION ACCESS TO THE SIGHT IS BY PERMISSION ONLY.
 TV1534'ACCESS AND ESCORT MUST BE OBTAINED FROM THE AIRPORT AUTHORITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 AI4809 ***********************************************************************
 AI4809  SACS        -  This is a Secondary Airport Control Station.
 AI4809  DESIGNATION -  STT F
 AI4809  PID         -  AI4809
 AI4809  STATE/COUNTY-  VQ/ST THOMAS
 AI4809  COUNTRY     -  US
 AI4809  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 AI4809
 AI4809                         *CURRENT SURVEY CONTROL
 AI4809  ______________________________________________________________________
 AI4809* NAD 83(2011) POSITION- 18 20 18.70492(N) 064 57 43.34114(W)   ADJUSTED
 AI4809* NAD 83(2011) ELLIP HT-   -38.133 (meters)        (06/27/12)   ADJUSTED
 AI4809* NAD 83(2011) EPOCH   -  2010.00
 AI4809* VIVD09  ORTHO HEIGHT -     4.040 (meters)       13.25  (feet) ADJUSTED
 AI4809  ______________________________________________________________________
 AI4809  GEOID HEIGHT    -        -42.191 (meters)                     GEOID18
 AI4809  NAD 83(2011) X  -  2,563,091.837 (meters)                     COMP
 AI4809  NAD 83(2011) Y  - -5,487,073.865 (meters)                     COMP
 AI4809  NAD 83(2011) Z  -  1,993,973.384 (meters)                     COMP
 AI4809  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AI4809  VERT ORDER      -  FIRST     CLASS II
 AI4809
 AI4809  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI4809  Standards:
 AI4809         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI4809            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI4809  -------------------------------------------------------------------
 AI4809  NETWORK    3.09   7.43           1.11   1.39   3.79     -0.01621815
 AI4809  -------------------------------------------------------------------
 AI4809  Click here for local accuracies and other accuracy information.
 AI4809
 AI4809.This mark is at Cyril E King Airport (STT)
 AI4809
 AI4809.The horizontal coordinates were established by GPS observations
 AI4809.and adjusted by the National Geodetic Survey in June 2012.
 AI4809
 AI4809.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI4809.been affixed to the stable North American tectonic plate. See 
 AI4809.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI4809
 AI4809.The horizontal coordinates are valid at the epoch date displayed above
 AI4809.which is a decimal equivalence of Year/Month/Day.
 AI4809
 AI4809.The orthometric height was determined by differential leveling and
 AI4809.adjusted by the NATIONAL GEODETIC SURVEY
 AI4809.in April 2012.
 AI4809
 AI4809.No vertical observational check was made to the station.
 AI4809
 AI4809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4809.GEOID18 height accuracy estimate available here.
 AI4809
 AI4809.Click photographs - Photos may exist for this station.
 AI4809
 AI4809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4809
 AI4809.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI4809
 AI4809.The ellipsoidal height was determined by GPS observations
 AI4809.and is referenced to NAD 83.
 AI4809
 AI4809. The following values were computed from the NAD 83(2011) position.
 AI4809
 AI4809;                    North         East     Units Scale Factor Converg.
 AI4809;SPC PRVI     -   256,540.550   355,514.997   MT  0.99999562   +0 27 37.3
 AI4809;UTM  20      - 2,028,757.020   292,660.607   MT  1.00013150   -0 37 03.1
 AI4809
 AI4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4809!SPC PRVI     -   1.00000599  x   0.99999562  =   1.00000161
 AI4809!UTM  20      -   1.00000599  x   1.00013150  =   1.00013750
 AI4809
 AI4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9266028757(NAD 83)
 AI4809
 AI4809                          SUPERSEDED SURVEY CONTROL
 AI4809
 AI4809  NAD 83(2007)-  18 20 18.70388(N)    064 57 43.34615(W) AD(2002.00) 0
 AI4809  ELLIP H (02/10/07)  -38.147  (m)                       GP(2002.00)    
 AI4809  NAD 83(2002)-  18 20 18.70491(N)    064 57 43.34834(W) AD(       ) 1
 AI4809  ELLIP H (12/06/04)  -38.207  (m)                       GP(       ) 5 1
 AI4809  NAD 83(1996)-  18 20 18.70378(N)    064 57 43.35203(W) AD(       ) 1
 AI4809  ELLIP H (04/24/00)  -38.170  (m)                       GP(       ) 4 2
 AI4809  LMSL    (04/24/00)    3.79   (m)  GEOID99  model used  GPS OBS        
 AI4809
 AI4809.Superseded values are not recommended for survey control.
 AI4809
 AI4809.NGS no longer adjusts projects to the PR datum.
 AI4809.See file dsdata.pdf to determine how the superseded data were derived.
 AI4809
 AI4809_MARKER: DH = HORIZONTAL CONTROL DISK
 AI4809_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI4809_SP_SET: MANHOLE FOOTING
 AI4809_STAMPING: STT F 2000
 AI4809_MARK LOGO: NGS
 AI4809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4809+STABILITY: SURFACE MOTION
 AI4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4809+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 AI4809
 AI4809  HISTORY     - Date     Condition        Report By
 AI4809  HISTORY     - 2000     MONUMENTED       NGS
 AI4809  HISTORY     - 20070724 GOOD             NGS
 AI4809
 AI4809                          STATION DESCRIPTION
 AI4809
 AI4809'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (APF)
 AI4809'THE STATION IS LOCATED NEAR THE EAST END AND ALONG THE NORTH EDGE OF
 AI4809'THE RUNWAY AT THE CYRIL E KING AIRPORT.  OWNERSHIP--VIRGIN ISLANDS
 AI4809'PORT AUTHORITY, P O BOX 1707 ST THOMAS, US VIRGIN ISLANDS, 00803. THE
 AI4809'AIRPORT MANAGER IS BARBARA RICKETTS.  THE PHONE NUMBER IS 809 774
 AI4809'5100.  TO REACH THE STATION FROM A GATE AT THE WEST END OF THE FEDEX
 AI4809'AND AIR CARGO BUILDING ON THE SOUTH SIDE OF THE AIRPORT, GO NORTHERLY
 AI4809'FOR 0.3 MI (0.5 KM) ACROSS A RAMP TO PARALLEL TAXIWAY A, CONTINUE
 AI4809'NORTHERLY FOR 0.15 MI (0.24 KM) CROSSING THE PARALLEL TAXIWAY AND
 AI4809'RUNWAY ON CONNECTING TAXIWAYS TO A PARALLEL TAXIWAY RIGHT AND AN
 AI4809'ABANDONED PORTION OF RUNWAY LEFT, TURN RIGHT AND GO EAST FOR 0.75 MI
 AI4809'(1.21 KM) ON THE PARALLEL TAXIWAY AND ACROSS A GRASSY AREA TO THE
 AI4809'STATION ON THE RIGHT AFTER PASSING THE BLASTPAD ON THE RIGHT.  THE
 AI4809'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A 5 BY 5-FOOT CONCRETE
 AI4809'FOUNDATION FOR A MANHOLE, 168.5 FT (51.4 M) SOUTH-SOUTHEAST OF THE
 AI4809'WEST END OF A WINGWALL FOR A PERIMETER ROAD BRIDGE, 375.5 FT (114.5 M)
 AI4809'WEST OF THE WEST FACE OF THE LOCALIZER BUILDING, 289 FT (88.1 M)
 AI4809'NORTHEAST OF THE NORTHEAST CORNER OF THE BLASTPAD SERVING RUNWAY END
 AI4809'28, AND THE STATION IS FLUSH WITH THE GROUND SUFACE. NOTE--THIS
 AI4809'STATION IS DESIGNATED AS A SACS.
 AI4809
 AI4809                          STATION RECOVERY (2007)
 AI4809
 AI4809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 AI4809'RECOVERED IN GOOD CONDITION ACCESS TO THE BENCH MARK IS BY PERMISSION
 AI4809'ONLY.  ACCESS AND ESCORT MUST BE OBTAINED FROM THE AIRPORT AUTHORITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0559 ***********************************************************************
 TV0559  DESIGNATION -  STUMP 1918
 TV0559  PID         -  TV0559
 TV0559  STATE/COUNTY-  VQ/ST THOMAS
 TV0559  COUNTRY     -  US
 TV0559  USGS QUAD   -  SAVANA PASSAGE (2013)
 TV0559
 TV0559                         *CURRENT SURVEY CONTROL
 TV0559  ______________________________________________________________________
 TV0559* NAD 83(1997) POSITION- 18 22 05.33979(N) 065 00 23.89009(W)   ADJUSTED
 TV0559* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0559  ______________________________________________________________________
 TV0559  GEOID HEIGHT    -        -42.294 (meters)                     GEOID18
 TV0559  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 TV0559  HORZ ORDER      -  THIRD
 TV0559
 TV0559.The horizontal coordinates were established by classical geodetic methods
 TV0559.and adjusted by the National Geodetic Survey in May 1997.
 TV0559
 TV0559.The orthometric height was scaled from a topographic map.
 TV0559
 TV0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0559.GEOID18 height accuracy estimate available here.
 TV0559
 TV0559.Click photographs - Photos may exist for this station.
 TV0559
 TV0559.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0559
 TV0559. The following values were computed from the NAD 83(1997) position.
 TV0559
 TV0559;                    North         East     Units Scale Factor Converg.
 TV0559;SPC PRVI     -   259,781.699   350,775.679   MT  0.99999670   +0 26 47.0
 TV0559;UTM  20      - 2,032,087.285   287,982.440   MT  1.00015575   -0 37 57.3
 TV0559
 TV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF8798232087(NAD 83)
 TV0559
 TV0559                          SUPERSEDED SURVEY CONTROL
 TV0559
 TV0559  NAD 83(1993)-  18 22 05.34101(N)    065 00 23.90177(W) AD(       ) 3
 TV0559  NAD 83(1986)-  18 22 05.31392(N)    065 00 23.86418(W) AD(       ) 3
 TV0559  PR          -  18 22 12.47572(N)    065 00 25.33246(W) AD(       ) 3
 TV0559
 TV0559.Superseded values are not recommended for survey control.
 TV0559
 TV0559.NGS no longer adjusts projects to the PR datum.
 TV0559.See file dsdata.pdf to determine how the superseded data were derived.
 TV0559
 TV0559_MARKER: Z = SEE DESCRIPTION
 TV0559_SETTING: 0 = UNSPECIFIED SETTING
 TV0559
 TV0559  HISTORY     - Date     Condition        Report By
 TV0559  HISTORY     - 1918     MONUMENTED       CGS
 TV0559  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0559
 TV0559                          STATION DESCRIPTION
 TV0559
 TV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0559'STATION IS ON THE OUTERMOST END OF STUMPY POINT, N SHORE OF
 TV0559'ST. THOMAS ISLAND.  IT IS JUST TO THE W OF A DEEP BIGHT IN THE
 TV0559'SHORE LINE.  IT IS ABOUT 10 FEET ABOVE HIGH WATER AND ABOUT 15 FEET
 TV0559'BACK OF HIGH WATER LINE.
 TV0559'
 TV0559'IT IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0559'DRILL HOLE IN THE ROCK.
 TV0559
 TV0559                          STATION RECOVERY (1923)
 TV0559
 TV0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0559'STATION WAS FOUND AS DESCRIBED, LANDING DIFFICULT DUE TO SLOPING
 TV0559'SHORE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1512 ***********************************************************************
 TV1512  PACS        -  This is a Primary Airport Control Station.
 TV1512  DESIGNATION -  STX C
 TV1512  PID         -  TV1512
 TV1512  STATE/COUNTY-  VQ/ST CROIX
 TV1512  COUNTRY     -  US
 TV1512  USGS QUAD   -  LONG POINT (2013)
 TV1512
 TV1512                         *CURRENT SURVEY CONTROL
 TV1512  ______________________________________________________________________
 TV1512* NAD 83(2011) POSITION- 17 41 56.87029(N) 064 48 33.30930(W)   ADJUSTED
 TV1512* NAD 83(2011) ELLIP HT-   -25.366 (meters)        (06/27/12)   ADJUSTED
 TV1512* NAD 83(2011) EPOCH   -  2010.00
 TV1512* VIVD09  ORTHO HEIGHT -    15.845 (meters)       51.98  (feet) ADJUSTED
 TV1512  ______________________________________________________________________
 TV1512  GEOID HEIGHT    -        -41.296 (meters)                     GEOID18
 TV1512  NAD 83(2011) X  -  2,587,037.288 (meters)                     COMP
 TV1512  NAD 83(2011) Y  - -5,500,039.362 (meters)                     COMP
 TV1512  NAD 83(2011) Z  -  1,926,679.875 (meters)                     COMP
 TV1512  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 TV1512  VERT ORDER      -  SECOND    CLASS I
 TV1512
 TV1512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1512  Standards:
 TV1512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1512  -------------------------------------------------------------------
 TV1512  NETWORK    2.55   4.94           0.97   1.11   2.52     -0.07256355
 TV1512  -------------------------------------------------------------------
 TV1512  Click here for local accuracies and other accuracy information.
 TV1512
 TV1512.This mark is at Alexander Hamilton Airport (STX)
 TV1512
 TV1512.The horizontal coordinates were established by GPS observations
 TV1512.and adjusted by the National Geodetic Survey in June 2012.
 TV1512
 TV1512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1512.been affixed to the stable North American tectonic plate. See 
 TV1512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1512
 TV1512.The horizontal coordinates are valid at the epoch date displayed above
 TV1512.which is a decimal equivalence of Year/Month/Day.
 TV1512
 TV1512.The orthometric height was determined by differential leveling and
 TV1512.adjusted by the NATIONAL GEODETIC SURVEY
 TV1512.in April 2012.
 TV1512
 TV1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1512.GEOID18 height accuracy estimate available here.
 TV1512
 TV1512.Click photographs - Photos may exist for this station.
 TV1512
 TV1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1512
 TV1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1512
 TV1512.The ellipsoidal height was determined by GPS observations
 TV1512.and is referenced to NAD 83.
 TV1512
 TV1512. The following values were computed from the NAD 83(2011) position.
 TV1512
 TV1512;                    North         East     Units Scale Factor Converg.
 TV1512;SPC PRVI     -   185,910.377   372,291.702   MT  1.00003711   +0 30 29.4
 TV1512;UTM  20      - 1,957,820.295   308,119.426   MT  1.00005523   -0 33 00.8
 TV1512
 TV1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1512!SPC PRVI     -   1.00000399  x   1.00003711  =   1.00004110
 TV1512!UTM  20      -   1.00000399  x   1.00005523  =   1.00005922
 TV1512
 TV1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0811957820(NAD 83)
 TV1512
 TV1512|---------------------------------------------------------------------|
 TV1512| PID    Reference Object                     Distance      Geod. Az  |
 TV1512|                                                           dddmmss.s |
 TV1512| AB9516 50+00                               244.771 METERS 35428     |
 TV1512|---------------------------------------------------------------------|
 TV1512
 TV1512                          SUPERSEDED SURVEY CONTROL
 TV1512
 TV1512  NAD 83(2007)-  17 41 56.86923(N)    064 48 33.31427(W) AD(2002.00) 0
 TV1512  ELLIP H (02/10/07)  -25.379  (m)                       GP(2002.00)    
 TV1512  NAD 83(2002)-  17 41 56.86936(N)    064 48 33.31400(W) AD(       ) A
 TV1512  ELLIP H (10/13/04)  -25.348  (m)                       GP(       ) 4 2
 TV1512  NAD 83(1997)-  17 41 56.86813(N)    064 48 33.32010(W) AD(       ) A
 TV1512  NAD 83(1996)-  17 41 56.86809(N)    064 48 33.32014(W) AD(       ) B
 TV1512  ELLIP H (12/09/96)  -25.429  (m)                       GP(       ) 1 1
 TV1512  NAD 83(1993)-  17 41 56.86631(N)    064 48 33.33000(W) AD(       ) A
 TV1512  ELLIP H (01/13/94)  -25.281  (m)                       GP(       ) 1 1
 TV1512  NAVD 88 (05/12/97)   17.43   (m)  UNKNOWN  model used  GPS OBS        
 TV1512  LMSL    (05/12/97)   15.67   (m)  UNKNOWN  model used  GPS OBS        
 TV1512  LMSL    (12/09/96)   16.97   (m)  EGM96    model used  GPS OBS        
 TV1512
 TV1512.Superseded values are not recommended for survey control.
 TV1512
 TV1512.NGS no longer adjusts projects to the PR datum.
 TV1512.See file dsdata.pdf to determine how the superseded data were derived.
 TV1512
 TV1512_MARKER: DD = SURVEY DISK
 TV1512_SETTING: 66 = SET IN ROCK OUTCROP
 TV1512_STAMPING: STX C 1993
 TV1512_MARK LOGO: NOS
 TV1512_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV1512+STABILITY: POSITION/ELEVATION WELL
 TV1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1512+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 TV1512
 TV1512  HISTORY     - Date     Condition        Report By
 TV1512  HISTORY     - 1993     MONUMENTED       NOS
 TV1512  HISTORY     - 19951125 GOOD             ANDREG
 TV1512  HISTORY     - 20070801 GOOD             NGS
 TV1512
 TV1512                          STATION DESCRIPTION
 TV1512
 TV1512'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1512'THE STATION IS LOCATED AT THE ALEXANDER HAMILTON AIRPORT ON ST CROIX,
 TV1512'USVI.
 TV1512'IT IS LOCATED AT THE WEST PART OF THE AIRPORT, JUST SOUTH OF THE
 TV1512'SOUTHWEST CORNER OF THE TAXIWAY LEADING TO RUNWAY END 9.  IT IS 22.25
 TV1512'M (73.00 FT) SOUTHWEST OF CON PT A 1989 (A PUNCH MARK IN THE BASE OF
 TV1512'THE FIRST TAXIWAY LIGHT EAST OF THE END), 20.09 M (65.91 FT)
 TV1512'SOUTH-SOUTHWEST OF THE CORNER OF THE ASPHALT TAXIWAY AND 16.92 M
 TV1512'(55.51 FT) SOUTH-SOUTHEAST OF TAXIWAY LIGHT NUMBER TI 16 (THE LIGHT
 TV1512'AT THE CORNER).
 TV1512
 TV1512                          STATION RECOVERY (1995)
 TV1512
 TV1512'RECOVERY NOTE BY ANDREGG INCORPORATED 1995 (MJB)
 TV1512'RECOVERED AS DESCRIBED.
 TV1512
 TV1512                          STATION RECOVERY (2007)
 TV1512
 TV1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (RWA)
 TV1512'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1547 ***********************************************************************
 TV1547  TIDAL BM    -  This is a Tidal Bench Mark.
 TV1547  DESIGNATION -  SUB
 TV1547  PID         -  TV1547
 TV1547  STATE/COUNTY-  VQ/ST THOMAS
 TV1547  COUNTRY     -  US
 TV1547  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1547
 TV1547                         *CURRENT SURVEY CONTROL
 TV1547  ______________________________________________________________________
 TV1547* NAD 83(2011) POSITION- 18 19 52.40504(N) 064 57 09.07600(W)   ADJUSTED
 TV1547* NAD 83(2011) ELLIP HT-   -40.397 (meters)        (06/27/12)   ADJUSTED
 TV1547* NAD 83(2011) EPOCH   -  2010.00
 TV1547* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV1547  ______________________________________________________________________
 TV1547  GEOID HEIGHT    -        -42.204 (meters)                     GEOID18
 TV1547  NAD 83(2011) X  -  2,564,110.105 (meters)                     COMP
 TV1547  NAD 83(2011) Y  - -5,486,876.498 (meters)                     COMP
 TV1547  NAD 83(2011) Z  -  1,993,205.120 (meters)                     COMP
 TV1547  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 TV1547
 TV1547  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1547  Standards:
 TV1547         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1547            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1547  -------------------------------------------------------------------
 TV1547  NETWORK    3.23   7.98           1.16   1.45   4.07      0.05066048
 TV1547  -------------------------------------------------------------------
 TV1547  Click here for local accuracies and other accuracy information.
 TV1547
 TV1547.The horizontal coordinates were established by GPS observations
 TV1547.and adjusted by the National Geodetic Survey in June 2012.
 TV1547
 TV1547.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1547.been affixed to the stable North American tectonic plate. See 
 TV1547.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1547
 TV1547.The horizontal coordinates are valid at the epoch date displayed above
 TV1547.which is a decimal equivalence of Year/Month/Day.
 TV1547
 TV1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV1547
 TV1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1547.GEOID18 height accuracy estimate available here.
 TV1547
 TV1547.This Tidal Bench Mark is designated as VM 23567
 TV1547.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 TV1547
 TV1547.Click photographs - Photos may exist for this station.
 TV1547
 TV1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1547
 TV1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1547
 TV1547.The ellipsoidal height was determined by GPS observations
 TV1547.and is referenced to NAD 83.
 TV1547
 TV1547. The following values were computed from the NAD 83(2011) position.
 TV1547
 TV1547;                    North         East     Units Scale Factor Converg.
 TV1547;SPC PRVI     -   255,740.083   356,527.571   MT  0.99999539   +0 27 48.0
 TV1547;UTM  20      - 2,027,937.540   293,658.079   MT  1.00012639   -0 36 51.5
 TV1547
 TV1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1547!SPC PRVI     -   1.00000635  x   0.99999539  =   1.00000174
 TV1547!UTM  20      -   1.00000635  x   1.00012639  =   1.00013274
 TV1547
 TV1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9365827937(NAD 83)
 TV1547
 TV1547                          SUPERSEDED SURVEY CONTROL
 TV1547
 TV1547  NAD 83(2007)-  18 19 52.40403(N)    064 57 09.08097(W) AD(2002.00) 0
 TV1547  ELLIP H (02/10/07)  -40.401  (m)                       GP(2002.00)    
 TV1547  NAD 83(1997)-  18 19 52.40273(N)    064 57 09.08670(W) AD(       ) 2
 TV1547  ELLIP H (05/22/97)  -40.422  (m)                       GP(       ) 4 1
 TV1547  NAD 83(1993)-  18 19 52.40105(N)    064 57 09.09674(W) AD(       ) 2
 TV1547  ELLIP H (07/06/94)  -40.279  (m)                       GP(       ) 4 1
 TV1547  LMSL    (07/06/94)    1.9    (m)  GEOID93  model used  GPS OBS        
 TV1547
 TV1547.Superseded values are not recommended for survey control.
 TV1547
 TV1547.NGS no longer adjusts projects to the PR datum.
 TV1547.See file dsdata.pdf to determine how the superseded data were derived.
 TV1547
 TV1547_MARKER: DJ = TIDAL STATION DISK
 TV1547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TV1547_SP_SET: PIER
 TV1547_STAMPING: SUB 1985
 TV1547_MARK LOGO: NOS
 TV1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV1547+STABILITY: SURFACE MOTION
 TV1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1547+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2025
 TV1547
 TV1547  HISTORY     - Date     Condition        Report By
 TV1547  HISTORY     - 1985     MONUMENTED       NOS
 TV1547  HISTORY     - 19931008 GOOD
 TV1547  HISTORY     - 20060222 GOOD             USPSQD
 TV1547  HISTORY     - 20250114 GOOD             USPSQD
 TV1547
 TV1547                          STATION DESCRIPTION
 TV1547
 TV1547'DESCRIBED BY NATIONAL OCEAN SERVICE 1985
 TV1547'LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS ON THE SOUTH
 TV1547'SIDE OF THE ISLAND ABOUT 1 MI (1.6 KM) SOUTHWEST OF CHARLOTTE AMALIE
 TV1547'IN AN AREA KNOWN LOCALLY AS THE SUB BASE AT THE SOUTHEAST CORNER OF A
 TV1547'LARGE CONCRETE PIER OPERATED BY THE VIRGIN ISLANDS PORT AUTHORITY.
 TV1547'REACH THE STATION FROM CHARLOTTE AMALIE WESTBOUND ON THE MORAVIAN
 TV1547'HIGHWAY FOR 0.5 MI (0.8 KM) TO A FORK ROAD LEFT AT CROWN BAY, TURN
 TV1547'LEFT AND PROCEED 0.4 MI (0.6 KM) TO A FORK ROAD LEFT, BEAR LEFT AND
 TV1547'PROCEED 0.2 MI (0.3 KM) TO DRIVE LEFT AT A GATE, TURN LEFT PASSING
 TV1547'THROUGH THE GATE AND CONTINUE ONTO THE PIER, DRIVE TO THE SOUTHEAST
 TV1547'CORNER OF THE PIER TO THE STATION.  THE STATION IS AN NOS BRONZE DISK
 TV1547'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER SURFACE. IT IS 0.41
 TV1547'METERS (1.35 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE PIER AND
 TV1547'54.841 METERS (179.924 FT) SOUTH OF SUB RM 1985 AT THE NORTHEAST
 TV1547'CORNER OF THE PIER.  RESEARCH PERFORMED ON THIS STATION INDICATES
 TV1547'THAT IT WAS SET BY A HYDROGRAPHIC FIELD PARTY IN 1985 BUT WAS LATER
 TV1547'DEEMED UNNECESSARY FOR HYDROGRAPHIC OPERATIONS AND THUS NEVER
 TV1547'POSITIONED SO ALTHOUGH IT IS STAMPED 1985 IS WAS ORIGINALLY
 TV1547'POSITIONED IN 1993.
 TV1547
 TV1547                          STATION RECOVERY (1993)
 TV1547
 TV1547'RECOVERED 1993
 TV1547'RECOVERED IN GOOD CONDITION.
 TV1547
 TV1547                          STATION RECOVERY (2006)
 TV1547
 TV1547'RECOVERY NOTE BY US POWER SQUADRON 2006 (DSR)
 TV1547'RECOVERED IN GOOD CONDITION.
 TV1547
 TV1547                          STATION RECOVERY (2025)
 TV1547
 TV1547'RECOVERY NOTE BY US POWER SQUADRON 2025 (KM)
 TV1547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5048 ***********************************************************************
 TZ5048  DESIGNATION -  SUB BASE PIER LIGHTED DOLPHIN
 TZ5048  PID         -  TZ5048
 TZ5048  STATE/COUNTY-  VQ/ST THOMAS
 TZ5048  COUNTRY     -  US
 TZ5048  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5048
 TZ5048                         *CURRENT SURVEY CONTROL
 TZ5048  ______________________________________________________________________
 TZ5048* NAD 83(1997) POSITION- 18 19 53.21698(N) 064 57 05.87491(W)   ADJUSTED
 TZ5048* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5048  ______________________________________________________________________
 TZ5048  GEOID HEIGHT    -        -42.204 (meters)                     GEOID18
 TZ5048  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 TZ5048  HORZ ORDER      -  THIRD
 TZ5048
 TZ5048.The horizontal coordinates were established by classical geodetic methods
 TZ5048.and adjusted by the National Geodetic Survey in May 1997.
 TZ5048
 TZ5048.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5048
 TZ5048.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5048.GEOID18 height accuracy estimate available here.
 TZ5048
 TZ5048.Click photographs - Photos may exist for this station.
 TZ5048
 TZ5048.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5048
 TZ5048. The following values were computed from the NAD 83(1997) position.
 TZ5048
 TZ5048;                    North         East     Units Scale Factor Converg.
 TZ5048;SPC PRVI     -   255,765.806   356,621.358   MT  0.99999540   +0 27 49.0
 TZ5048;UTM  20      - 2,027,961.498   293,752.345   MT  1.00012591   -0 36 50.5
 TZ5048
 TZ5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9375227961(NAD 83)
 TZ5048
 TZ5048                          SUPERSEDED SURVEY CONTROL
 TZ5048
 TZ5048  NAD 83(1993)-  18 19 53.21529(N)    064 57 05.88497(W) AD(       ) 3
 TZ5048  LMSL    (07/06/94)    3.9    (m)           13.     (f) VERT ANG       
 TZ5048
 TZ5048.Superseded values are not recommended for survey control.
 TZ5048
 TZ5048.NGS no longer adjusts projects to the PR datum.
 TZ5048.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5048
 TZ5048_MARKER: 12 = DOLPHIN
 TZ5048
 TZ5048  HISTORY     - Date     Condition        Report By
 TZ5048  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5048
 TZ5048                          STATION DESCRIPTION
 TZ5048
 TZ5048'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5048'THE STATION IS LOCATED AT ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5048'NEAR THE SOUTH CENTRAL PART OF THE ISLAND IN EAST GREGERIE CHANNEL
 TZ5048'JUST OFFSHORE FROM THE SUB BASE PIER.  THE OBJECT IS A WHITE
 TZ5048'NAVIGATIONAL LIGHT MOUNTED ON A STANDARD WHICH IS AFFIXED TO THE TOP
 TZ5048'OF A CONCRETE CAPPED DOLPHIN.  THE POINT INTERSECTED WAS THE CENTER
 TZ5048'OF THE LIGHT.  THIS LIGHT IS LISTED AS CROWN BAY MOORING CELL LIGHT
 TZ5048'AND LIGHT NUMBER 27430 IN THE 1993 EDITION OF THE U.S.C.G. LIGHT LIST
 TZ5048'VOLUME III.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5049 ***********************************************************************
 TZ5049  DESIGNATION -  SUB RM
 TZ5049  PID         -  TZ5049
 TZ5049  STATE/COUNTY-  VQ/ST THOMAS
 TZ5049  COUNTRY     -  US
 TZ5049  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5049
 TZ5049                         *CURRENT SURVEY CONTROL
 TZ5049  ______________________________________________________________________
 TZ5049* NAD 83(1997) POSITION- 18 19 54.18644(N) 064 57 09.06984(W)   ADJUSTED
 TZ5049* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5049  ______________________________________________________________________
 TZ5049  GEOID HEIGHT    -        -42.203 (meters)                     GEOID18
 TZ5049  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 TZ5049  HORZ ORDER      -  THIRD
 TZ5049
 TZ5049.The horizontal coordinates were established by classical geodetic methods
 TZ5049.and adjusted by the National Geodetic Survey in May 1997.
 TZ5049
 TZ5049.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5049
 TZ5049.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5049.GEOID18 height accuracy estimate available here.
 TZ5049
 TZ5049.Click photographs - Photos may exist for this station.
 TZ5049
 TZ5049.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5049
 TZ5049. The following values were computed from the NAD 83(1997) position.
 TZ5049
 TZ5049;                    North         East     Units Scale Factor Converg.
 TZ5049;SPC PRVI     -   255,794.852   356,527.309   MT  0.99999541   +0 27 48.0
 TZ5049;UTM  20      - 2,027,992.312   293,658.847   MT  1.00012639   -0 36 51.6
 TZ5049
 TZ5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9365827992(NAD 83)
 TZ5049
 TZ5049                          SUPERSEDED SURVEY CONTROL
 TZ5049
 TZ5049  NAD 83(1993)-  18 19 54.18475(N)    064 57 09.07988(W) AD(       ) 3
 TZ5049  LMSL    (07/06/94)    1.9    (m)            6.     (f) VERT ANG       
 TZ5049
 TZ5049.Superseded values are not recommended for survey control.
 TZ5049
 TZ5049.NGS no longer adjusts projects to the PR datum.
 TZ5049.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5049
 TZ5049_MARKER: DR = REFERENCE MARK DISK
 TZ5049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TZ5049_SP_SET: PIER
 TZ5049_STAMPING: SUB RM1 1985
 TZ5049_MARK LOGO: NOS
 TZ5049_MAGNETIC: N = NO MAGNETIC MATERIAL
 TZ5049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TZ5049+STABILITY: SURFACE MOTION
 TZ5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TZ5049+SATELLITE: SATELLITE OBSERVATIONS - 1985
 TZ5049
 TZ5049  HISTORY     - Date     Condition        Report By
 TZ5049  HISTORY     - 1985     MONUMENTED       NOS
 TZ5049  HISTORY     - 20250114 GOOD             USPSQD
 TZ5049
 TZ5049                          STATION DESCRIPTION
 TZ5049
 TZ5049'DESCRIBED BY NATIONAL OCEAN SERVICE 1985
 TZ5049'LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS ON THE SOUTH
 TZ5049'SIDE OF THE ISLAND ABOUT 1 MI (1.6 KM) SOUTHWEST OF CHARLOTTE AMALIE
 TZ5049'IN AN AREA KNOWN LOCALLY AS THE SUB BASE AT THE NORTHEAST CORNER OF A
 TZ5049'LARGE CONCRETE PIER OPERATED BY THE VIRGIN ISLANDS PORT AUTHORITY.
 TZ5049'REACH THE STATION FROM CHARLOTTE AMALIE WESTBOUND ON THE MORAVIAN
 TZ5049'HIGHWAY FOR 0.5 MI (0.8 KM) TO A FORK ROAD LEFT AT CROWN BAY, TURN
 TZ5049'LEFT AND PROCEED 0.4 MI (0.6 KM) TO A FORK ROAD LEFT, BEAR LEFT AND
 TZ5049'PROCEED 0.2 MI (0.3 KM) TO DRIVE LEFT AT A GATE, TURN LEFT PASSING
 TZ5049'THROUGH THE GATE AND CONTINUE ONTO THE PIER, DRIVE TO THE NORTHEAST
 TZ5049'CORNER OF THE PIER TO THE STATION.  THE STATION IS AN NOS BRONZE DISK
 TZ5049'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER SURFACE. IT IS 0.67
 TZ5049'METERS (2.20 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE PIER AND
 TZ5049'54.841 METERS (179.924 FT) NORTH OF SUB 1985 AT THE SOUTHEAST CORNER
 TZ5049'OF THE PIER. RESEARCH PERFORMED ON THIS STATION INDICATES THAT IT WAS
 TZ5049'SET BY A HYDROGRAPHIC FIELD PARTY IN 1985 BUT WAS LATER DEEMED
 TZ5049'UNNECESSARY FOR HYDROGRAPHIC OPERATIONS AND THUS NEVER POSITIONED SO
 TZ5049'ALTHOUGH IT IS STAMPED 1985 IS WAS ORIGINALLY POSITIONED IN 1993.
 TZ5049
 TZ5049                          STATION RECOVERY (2025)
 TZ5049
 TZ5049'RECOVERY NOTE BY US POWER SQUADRON 2025 (KM)
 TZ5049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0474 ***********************************************************************
 TV0474  DESIGNATION -  SUGAR
 TV0474  PID         -  TV0474
 TV0474  STATE/COUNTY-  VQ/ST JOHN
 TV0474  COUNTRY     -  US
 TV0474  USGS QUAD   -  CRUZ BAY (2013)
 TV0474
 TV0474                         *CURRENT SURVEY CONTROL
 TV0474  ______________________________________________________________________
 TV0474* NAD 83(1997) POSITION- 18 21 05.01515(N) 064 46 38.52774(W)   ADJUSTED
 TV0474  ______________________________________________________________________
 TV0474  GEOID HEIGHT    -        -42.204 (meters)                     GEOID18
 TV0474  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 TV0474  HORZ ORDER      -  THIRD
 TV0474
 TV0474.The horizontal coordinates were established by classical geodetic methods
 TV0474.and adjusted by the National Geodetic Survey in May 1997.
 TV0474
 TV0474.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0474.GEOID18 height accuracy estimate available here.
 TV0474
 TV0474.Click photographs - Photos may exist for this station.
 TV0474
 TV0474.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0474
 TV0474. The following values were computed from the NAD 83(1997) position.
 TV0474
 TV0474;                    North         East     Units Scale Factor Converg.
 TV0474;SPC PRVI     -   258,130.998   375,021.179   MT  0.99999605   +0 31 05.3
 TV0474;UTM  20      - 2,029,980.349   312,194.959   MT  1.00003606   -0 33 35.1
 TV0474
 TV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1219429980(NAD 83)
 TV0474
 TV0474                          SUPERSEDED SURVEY CONTROL
 TV0474
 TV0474  NAD 83(1993)-  18 21 05.01697(N)    064 46 38.52947(W) AD(       ) 3
 TV0474  NAD 83(1986)-  18 21 04.98242(N)    064 46 38.49377(W) AD(       ) 3
 TV0474  PR          -  18 21 12.14832(N)    064 46 39.99752(W) AD(       ) 3
 TV0474
 TV0474.Superseded values are not recommended for survey control.
 TV0474
 TV0474.NGS no longer adjusts projects to the PR datum.
 TV0474.See file dsdata.pdf to determine how the superseded data were derived.
 TV0474
 TV0474
 TV0474  HISTORY     - Date     Condition        Report By
 TV0474  HISTORY     - 1918     MONUMENTED       CGS
 TV0474  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0474
 TV0474                          STATION DESCRIPTION
 TV0474
 TV0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0474'STATION IS OLD STONE SUGAR FAN MILL ON KNOLL JUST W OF DENIS BAY
 TV0474'HOUSE.
 TV0474
 TV0474                          STATION RECOVERY (1926)
 TV0474
 TV0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0474'STATION FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0531 ***********************************************************************
 TV0531  DESIGNATION -  T 41
 TV0531  PID         -  TV0531
 TV0531  STATE/COUNTY-  VQ/ST THOMAS
 TV0531  COUNTRY     -  US
 TV0531  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0531
 TV0531                         *CURRENT SURVEY CONTROL
 TV0531  ______________________________________________________________________
 TV0531* NAD 83(2011) POSITION- 18 21 15.86755(N) 064 56 41.38258(W)   ADJUSTED
 TV0531* NAD 83(2011) ELLIP HT-   417.127 (meters)        (06/27/12)   ADJUSTED
 TV0531* NAD 83(2011) EPOCH   -  2010.00
 TV0531* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0531  ______________________________________________________________________
 TV0531  GEOID HEIGHT    -        -42.202 (meters)                     GEOID18
 TV0531  NAD 83(2011) X  -  2,564,688.667 (meters)                     COMP
 TV0531  NAD 83(2011) Y  - -5,486,194.009 (meters)                     COMP
 TV0531  NAD 83(2011) Z  -  1,995,784.903 (meters)                     COMP
 TV0531  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 TV0531
 TV0531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV0531  Standards:
 TV0531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV0531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV0531  -------------------------------------------------------------------
 TV0531  NETWORK    3.03   7.41           1.09   1.36   3.78     -0.01018883
 TV0531  -------------------------------------------------------------------
 TV0531  Click here for local accuracies and other accuracy information.
 TV0531
 TV0531.The horizontal coordinates were established by GPS observations
 TV0531.and adjusted by the National Geodetic Survey in June 2012.
 TV0531
 TV0531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV0531.been affixed to the stable North American tectonic plate. See 
 TV0531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV0531
 TV0531.The horizontal coordinates are valid at the epoch date displayed above
 TV0531.which is a decimal equivalence of Year/Month/Day.
 TV0531
 TV0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0531
 TV0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0531.GEOID18 height accuracy estimate available here.
 TV0531
 TV0531.Click photographs - Photos may exist for this station.
 TV0531
 TV0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV0531
 TV0531.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0531
 TV0531.The ellipsoidal height was determined by GPS observations
 TV0531.and is referenced to NAD 83.
 TV0531
 TV0531. The following values were computed from the NAD 83(2011) position.
 TV0531
 TV0531;                    North         East     Units Scale Factor Converg.
 TV0531;SPC PRVI     -   258,312.689   357,319.834   MT  0.99999616   +0 27 56.6
 TV0531;UTM  20      - 2,030,495.114   294,498.709   MT  1.00012211   -0 36 45.5
 TV0531
 TV0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV0531!SPC PRVI     -   0.99993443  x   0.99999616  =   0.99993059
 TV0531!UTM  20      -   0.99993443  x   1.00012211  =   1.00005653
 TV0531
 TV0531:                Primary Azimuth Mark                     Grid Az
 TV0531:SPC PRVI     -  BUCK BUCK IS LH                          146 18 36.4
 TV0531:UTM  20      -  BUCK BUCK IS LH                          147 23 18.5
 TV0531
 TV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9449830495(NAD 83)
 TV0531
 TV0531|---------------------------------------------------------------------|
 TV0531| PID    Reference Object                     Distance      Geod. Az  |
 TV0531|                                                           dddmmss.s |
 TV0531| CE5481 PETER RM 1                           11.769 METERS 08353     |
 TV0531| TV0508 BUCK BUCK IS LH                     APPROX.10.1 KM 1464633.0 |
 TV0531| CE5482 PETER RM 2                           15.709 METERS 31402     |
 TV0531|---------------------------------------------------------------------|
 TV0531
 TV0531                          SUPERSEDED SURVEY CONTROL
 TV0531
 TV0531  NAD 83(2007)-  18 21 15.86651(N)    064 56 41.38760(W) AD(2002.00) 0
 TV0531  ELLIP H (02/10/07)  417.112  (m)                       GP(2002.00)    
 TV0531  NAD 83(1997)-  18 21 15.86531(N)    064 56 41.39335(W) AD(       ) 2
 TV0531  ELLIP H (05/22/97)  417.056  (m)                       GP(       ) 4 1
 TV0531  NAD 83(1993)-  18 21 15.86349(N)    064 56 41.40334(W) AD(       ) 2
 TV0531  ELLIP H (07/06/94)  417.204  (m)                       GP(       ) 4 1
 TV0531  NAD 83(1993)-  18 21 15.86833(N)    064 56 41.40176(W) AD(       ) 2
 TV0531  NAD 83(1986)-  18 21 15.84885(N)    064 56 41.37469(W) AD(       ) 2
 TV0531  PR          -  18 21 23.00091(N)    064 56 42.84536(W) AD(       ) 2
 TV0531  LMSL    (07/06/94)  459.5    (m)  GEOID93  model used  GPS OBS        
 TV0531
 TV0531.Superseded values are not recommended for survey control.
 TV0531
 TV0531.NGS no longer adjusts projects to the PR datum.
 TV0531.See file dsdata.pdf to determine how the superseded data were derived.
 TV0531
 TV0531_MARKER: DD = SURVEY DISK
 TV0531_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TV0531_SP_SET: IN A DRILL HOLE IN CONC. CISTE
 TV0531_STAMPING: T 41
 TV0531_MARK LOGO: VICS
 TV0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0531+STABILITY: SURFACE MOTION
 TV0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV0531+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1993
 TV0531
 TV0531  HISTORY     - Date     Condition        Report By
 TV0531  HISTORY     - 1955     MONUMENTED       CGS
 TV0531  HISTORY     - 1955     GOOD             VICS
 TV0531  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TV0531  HISTORY     - 19931005 GOOD             NOS
 TV0531
 TV0531                          STATION DESCRIPTION
 TV0531
 TV0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JCP)
 TV0531'THIS STATION WAS ESTABLISHED BY THE VIRGIN ISLANDS CADASTRAL
 TV0531'SURVEY BY THE PUBLIC WORKS DEPARTMENT.  IT WAS ESTABLISHED TO
 TV0531'REPLACE U.S.C. AND G.S. TRIANGULATION STATION PETER.
 TV0531'
 TV0531'STATION IS LOCATED ON WHAT IS KNOWN LOCALLY AS ST. PETER
 TV0531'MOUNTAIN AND ON THE GROUNDS OF THE MOUNTAIN TOP ESTATES HOTEL
 TV0531'OVERLOOKING CHARLOTTE AMALIE.  MARK IS A CADASTRAL SURVEY
 TV0531'TRIANGULATION STATION DISK SET IN A DRILL HOLE NEAR THE CENTER
 TV0531'OF THE TOP OF A CONCRETE CISTERN AND STAMPED T 41.  CISTERN
 TV0531'PROJECTS ABOUT 4 FEET AND IS ABOUT 250 FEET EAST OF THE
 TV0531'EASTERNMOST OF THE HOTEL BUILDINGS.
 TV0531'
 TV0531'REFERENCE MARK NO. 1 IS A STANDARD I.A.G.S. REFERENCE MARK DISK
 TV0531'SET IN A DRILL HOLE IN THE CENTER OF A CONCRETE STANCHION OF AN
 TV0531'EAST WEST CONCRETE WALL AND STAMPED PETER R M NO 1 1953.
 TV0531'
 TV0531'REFERENCE MARK NO. 2 IS A STANDARD I.A.G.S. REFERENCE MARK DISK
 TV0531'SET IN A DRILL HOLE IN THE CENTER OF THE END, CORNERLIKE STANCHION
 TV0531'OF THE CONCRETE WALL AND STAMPED PETER R M NO 2 1953.
 TV0531
 TV0531                          STATION RECOVERY (1955)
 TV0531
 TV0531'RECOVERY NOTE BY VIRGIN ISLANDS CADASTRAL SURVEY 1955
 TV0531'RECOVERED IN GOOD CONDITION.
 TV0531
 TV0531                          STATION RECOVERY (1965)
 TV0531
 TV0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 TV0531'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TV0531'CONDITION.  REFERENCE MARK 1 HAS BEEN COVERED BY THE CONSTRUCTION OF
 TV0531'A BUILDING CURRENTLY IN USE AS A TELEVISION STATION.  A TV TOWER
 TV0531'ABOUT 225 FT. HIGH HAS BEEN CONSTRUCTED ON THE PILL BOX CONTAINING
 TV0531'THE STATION.
 TV0531
 TV0531                          STATION RECOVERY (1993)
 TV0531
 TV0531'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 TV0531'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV0531'IN THE CENTRAL PORTION OF THE ISLAND ABOUT 1 MI (1.6 KM) LINEAR
 TV0531'NORTHWEST OF CHARLOTTE AMALIE AT THE TOP OF A PROMINENT FORMATION
 TV0531'KNOWN LOCALLY AS SIGNAL HILL AT THE EDGE OF MOUNTAINTOP ESTATES AT
 TV0531'THE SITE OF A FORMER TELEVISION TRANSMITTER WHICH IS NOW GONE AND
 TV0531'ADJACENT TO THE CELLULAR ONE ANTENNA.  REACHED FROM CHARLOTTE AMALIE
 TV0531'BY PROCEEDING NORTH UP THE HILL ON ANY THROUGH ROAD, HIGHWAYS 35 AND
 TV0531'33 ARE THE PREFERRED ROUTE TO THE VICINITY OF THE MOUNTAINTOP AND THE
 TV0531'ACCESS ROAD JUST BELOW THE CREST OF THE HILL.  A FOUR WHEEL DRIVE
 TV0531'VEHICLE WILL BE REQUIRED TO NEGOTIATE THE FINAL 40 FT (12.2 M) OF THE
 TV0531'CLIMB ON A LOOSE ROCK ROAD OR IT MUST BE PACKED.  ABOUT A 5 MINUTE
 TV0531'PACK.  THE STATION IS BRONZE DISK WITH THE LOGO CADASTRAL SURVEY CAST
 TV0531'INTO IT.  THE STAMPING IS DIM BUT READABLE.  IT IS SET IN THE CENTER
 TV0531'OF A LARGE CONCRETE CISTERN IN THE TOP.  THE CISTERN HAS HAD LEGS OF
 TV0531'TOWERS SET INTO IT AT VARIOUS TIMES BUT AT THE PRESENT HAS NONE IN
 TV0531'USE.  THE REFERENCE MARKS AND TELEVISION TRANSMITTER BUILDING
 TV0531'REFERRED TO IN THE 1955 DESCRIPTION ARE NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0044 ***********************************************************************
 TV0044  DESIGNATION -  TAGUE 1919
 TV0044  PID         -  TV0044
 TV0044  STATE/COUNTY-  VQ/ST CROIX
 TV0044  COUNTRY     -  US
 TV0044  USGS QUAD   -  BUCK ISLAND (2013)
 TV0044
 TV0044                         *CURRENT SURVEY CONTROL
 TV0044  ______________________________________________________________________
 TV0044* NAD 83(1997) POSITION- 17 45 39.94469(N) 064 36 42.92827(W)   ADJUSTED
 TV0044* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0044  ______________________________________________________________________
 TV0044  GEOID HEIGHT    -        -41.275 (meters)                     GEOID18
 TV0044  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 TV0044  HORZ ORDER      -  THIRD
 TV0044
 TV0044.The horizontal coordinates were established by classical geodetic methods
 TV0044.and adjusted by the National Geodetic Survey in May 1997.
 TV0044
 TV0044.The orthometric height was scaled from a topographic map.
 TV0044
 TV0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0044.GEOID18 height accuracy estimate available here.
 TV0044
 TV0044.Click photographs - Photos may exist for this station.
 TV0044
 TV0044.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0044
 TV0044. The following values were computed from the NAD 83(1997) position.
 TV0044
 TV0044;                    North         East     Units Scale Factor Converg.
 TV0044;SPC PRVI     -   192,965.332   393,156.514   MT  1.00002768   +0 34 11.6
 TV0044;UTM  20      - 1,964,487.856   329,110.664   MT  0.99996107   -0 29 30.6
 TV0044
 TV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2911064487(NAD 83)
 TV0044
 TV0044                          SUPERSEDED SURVEY CONTROL
 TV0044
 TV0044  NAD 83(1993)-  17 45 39.94286(N)    064 36 42.93823(W) AD(       ) 3
 TV0044  NAD 83(1986)-  17 45 39.93197(N)    064 36 42.91322(W) AD(       ) 3
 TV0044  PR          -  17 45 47.02734(N)    064 36 44.41138(W) AD(       ) 3
 TV0044
 TV0044.Superseded values are not recommended for survey control.
 TV0044
 TV0044.NGS no longer adjusts projects to the PR datum.
 TV0044.See file dsdata.pdf to determine how the superseded data were derived.
 TV0044
 TV0044_MARKER: Z = SEE DESCRIPTION
 TV0044_SETTING: 80 = SET IN A BOULDER
 TV0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0044
 TV0044  HISTORY     - Date     Condition        Report By
 TV0044  HISTORY     - 1919     MONUMENTED       CGS
 TV0044  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0044  HISTORY     - 1975     SEE DESCRIPTION  USN
 TV0044  HISTORY     - 1980     SEE DESCRIPTION  NOS
 TV0044
 TV0044                          STATION DESCRIPTION
 TV0044
 TV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0044'STATION LOCATED ON THE EASTERNMOST OF THE TWO POINTS, THAT EXTEND
 TV0044'OUT W OF TAGUE BAY, N SIDE OF ST. CROIX.  THE STATION IS ON A
 TV0044'LARGE FLAT-TOPPED ROCK ON THE OUTERMOST PART OF THE POINT.  TO THE
 TV0044'E OF THE STATION THE SHORE LINE RECEDES TO FORM TAGUE BAY.
 TV0044'STATION DRY IS ALMOST ON RANGE WITH THE HIGHEST PART OF GREEN CAY.
 TV0044'
 TV0044'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED
 TV0044'IN DRILL HOLE IN CREVICE OF THE ROCK.
 TV0044
 TV0044                          STATION RECOVERY (1925)
 TV0044
 TV0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0044'STATION WAS FOUND AS DESCRIBED.
 TV0044
 TV0044                          STATION RECOVERY (1975)
 TV0044
 TV0044'RECOVERY NOTE BY US NAVY 1975
 TV0044'STATION WAS SEARCHED FOR, BUT NOT FOUND.
 TV0044
 TV0044                          STATION RECOVERY (1980)
 TV0044
 TV0044'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0044'THE DRILL HOLE AND CEMENT ARE ALL THAT REMAIN OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0496 ***********************************************************************
 TV0496  DESIGNATION -  THATCH
 TV0496  PID         -  TV0496
 TV0496  STATE/COUNTY-  VQ/ST THOMAS
 TV0496  COUNTRY     -  US
 TV0496  USGS QUAD   -  CRUZ BAY (2013)
 TV0496
 TV0496                         *CURRENT SURVEY CONTROL
 TV0496  ______________________________________________________________________
 TV0496* NAD 83(1997) POSITION- 18 21 31.38922(N) 064 51 03.54899(W)   ADJUSTED
 TV0496* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0496  ______________________________________________________________________
 TV0496  GEOID HEIGHT    -        -42.213 (meters)                     GEOID18
 TV0496  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 TV0496  HORZ ORDER      -  THIRD
 TV0496
 TV0496.The horizontal coordinates were established by classical geodetic methods
 TV0496.and adjusted by the National Geodetic Survey in May 1997.
 TV0496
 TV0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0496
 TV0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0496.GEOID18 height accuracy estimate available here.
 TV0496
 TV0496.Click photographs - Photos may exist for this station.
 TV0496
 TV0496.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0496
 TV0496. The following values were computed from the NAD 83(1997) position.
 TV0496
 TV0496;                    North         East     Units Scale Factor Converg.
 TV0496;SPC PRVI     -   258,873.056   367,233.686   MT  0.99999632   +0 29 42.4
 TV0496;UTM  20      - 2,030,868.849   304,422.354   MT  1.00007290   -0 34 59.5
 TV0496
 TV0496:                Primary Azimuth Mark                     Grid Az
 TV0496:SPC PRVI     -  BENNER                                   193 59 16.3
 TV0496:UTM  20      -  BENNER                                   195 03 58.2
 TV0496
 TV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0442230868(NAD 83)
 TV0496
 TV0496|---------------------------------------------------------------------|
 TV0496| PID    Reference Object                     Distance      Geod. Az  |
 TV0496|                                                           dddmmss.s |
 TV0496| CE5675 THATCH RM 1                                        09641     |
 TV0496| TV0482 ST JOHN GOVERNMENT HOUSE GABLE      APPROX. 6.6 KM 1162401.6 |
 TV0496| TV0479 MARIA                               APPROX. 8.0 KM 1272031.7 |
 TV0496| CE5676 THATCH RM 2                                        18100     |
 TV0496| TV0497 MILLER ESTATE FLAGPOLE              APPROX. 2.8 KM 1914011.9 |
 TV0496| TV0498 BENNER                              APPROX. 3.5 KM 1942858.7 |
 TV0496|---------------------------------------------------------------------|
 TV0496
 TV0496                          SUPERSEDED SURVEY CONTROL
 TV0496
 TV0496  NAD 83(1993)-  18 21 31.39108(N)    064 51 03.55303(W) AD(       ) 3
 TV0496  NAD 83(1986)-  18 21 31.35774(N)    064 51 03.51553(W) AD(       ) 3
 TV0496  PR          -  18 21 38.52369(N)    064 51 05.01039(W) AD(       ) 3
 TV0496  LMSL    (07/19/86)  146.2    (m)          480.     (f) VERT ANG       
 TV0496
 TV0496.Superseded values are not recommended for survey control.
 TV0496
 TV0496.NGS no longer adjusts projects to the PR datum.
 TV0496.See file dsdata.pdf to determine how the superseded data were derived.
 TV0496
 TV0496
 TV0496  HISTORY     - Date     Condition        Report By
 TV0496  HISTORY     - 1918     MONUMENTED       CGS
 TV0496  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0496  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0496
 TV0496                          STATION DESCRIPTION
 TV0496
 TV0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0496'THIS STATION IS OFF THE N SHORE OF THE ISLAND OF ST. THOMAS AT THE
 TV0496'EASTERN END OF THATCH CAY.  THE SIGNAL IS LOCATED ON THE HIGHEST
 TV0496'HILL OF THATCH CAY.  IT IS A CONICAL SHAPED HILL, AND THE STATION
 TV0496'IS ON THE HIGHEST POINT.  THE TOP OF THE HILL IS SPARSELY
 TV0496'WOODED, AND MANY ROCKS ARE IN THE IMMEDIATE VICINITY OF THE
 TV0496'STATION.
 TV0496'
 TV0496'THE STATION IS MARKED BY A 1-INCH COPPER BOLT, CEMENTED IN A SMALL
 TV0496'FLAT GRAYISH-COLORED ROCK, RECTANGULAR IN SHAPE ABOUT 2 BY 3
 TV0496'FEET.  THE ROCK PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  THE
 TV0496'STATION IS THE SAME AS WAS USED BY THE DANES IN THEIR SURVEY OF
 TV0496'THE ISLANDS.  A LARGE CORRIDA PLANT IS LOCATED A FEW FEET FROM THE
 TV0496'STATION.  A LARGE WHITE HOUSE ON CRUZ BAY ON ST. JOHN ISLAND
 TV0496'BEARS 118 DEG (PRISMATIC COMPASS), AND IS IN RANGE WITH THE
 TV0496'LARGER OF THE BROTHERS ISLANDS.  HIGHEST PEAK OF LITTLE
 TV0496'TOBAGO BEARS 6 DEG (PRISMATIC COMPASS).
 TV0496'
 TV0496'TWO STANDARD REFERENCE MARKS WERE ESTABLISHED NEARBY.
 TV0496'
 TV0496'REFERENCE MARK NO.1 IS CEMENTED IN A CREVICE OF A LARGE ROCK, AND
 TV0496'IS IN AZIMUTH 100 DEG (PRISMATIC COMPASS), 2.75 METERS
 TV0496'DISTANT FROM STATION.
 TV0496'
 TV0496'REFERENCE MARK NO.2 IS CEMENTED IN A CREVICE OF BEDROCK, AND IS IN
 TV0496'AZIMUTH 182 DEG (PRISMATIC COMPASS), 2.95 METERS DISTANT
 TV0496'FROM THE STATION.
 TV0496
 TV0496                          STATION RECOVERY (1926)
 TV0496
 TV0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0496'STATION WAS NOT SEARCHED FOR.  TOP OF HILL USED FOR A SIGNAL ON
 TV0496'OFF-SHORE HYDROGRAPHY.
 TV0496
 TV0496                          STATION RECOVERY (1975)
 TV0496
 TV0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0496'STATION RECOVERED IN GOOD CONDITION.  RM NOS 1 AND 2 WERE RECOVERED
 TV0496'IN FAIR CONDITION.  BOTH RMS HAVE BEEN TAMPERED WITH.  ORIGINAL
 TV0496'DESCRIPTION IS ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1548 ***********************************************************************
 TV1548  TIDAL BM    -  This is a Tidal Bench Mark.
 TV1548  DESIGNATION -  TIDAL BM 1639 M
 TV1548  PID         -  TV1548
 TV1548  STATE/COUNTY-  VQ/ST THOMAS
 TV1548  COUNTRY     -  US
 TV1548  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1548
 TV1548                         *CURRENT SURVEY CONTROL
 TV1548  ______________________________________________________________________
 TV1548* NAD 83(2011) POSITION- 18 20 01.30444(N) 064 55 15.33530(W)   ADJUSTED
 TV1548* NAD 83(2011) ELLIP HT-   -39.846 (meters)        (06/27/12)   ADJUSTED
 TV1548* NAD 83(2011) EPOCH   -  2010.00
 TV1548* VIVD09  ORTHO HEIGHT -     2.356 (meters)        7.73  (feet) ADJUSTED
 TV1548  ______________________________________________________________________
 TV1548  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 TV1548  NAD 83(2011) X  -  2,567,099.090 (meters)                     COMP
 TV1548  NAD 83(2011) Y  - -5,485,384.262 (meters)                     COMP
 TV1548  NAD 83(2011) Z  -  1,993,465.023 (meters)                     COMP
 TV1548  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 TV1548  VERT ORDER      -  FIRST     CLASS II
 TV1548
 TV1548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1548  Standards:
 TV1548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1548  -------------------------------------------------------------------
 TV1548  NETWORK    3.29   8.19           1.18   1.48   4.18      0.05774073
 TV1548  -------------------------------------------------------------------
 TV1548  Click here for local accuracies and other accuracy information.
 TV1548
 TV1548.The horizontal coordinates were established by GPS observations
 TV1548.and adjusted by the National Geodetic Survey in June 2012.
 TV1548
 TV1548.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1548.been affixed to the stable North American tectonic plate. See 
 TV1548.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1548
 TV1548.The horizontal coordinates are valid at the epoch date displayed above
 TV1548.which is a decimal equivalence of Year/Month/Day.
 TV1548
 TV1548.The orthometric height was determined by differential leveling and
 TV1548.adjusted by the NATIONAL GEODETIC SURVEY
 TV1548.in April 2012.
 TV1548
 TV1548.No vertical observational check was made to the station.
 TV1548
 TV1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1548.GEOID18 height accuracy estimate available here.
 TV1548
 TV1548.This Tidal Bench Mark is designated as VM 4613
 TV1548.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 TV1548
 TV1548.Click photographs - Photos may exist for this station.
 TV1548
 TV1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1548
 TV1548.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1548
 TV1548.The ellipsoidal height was determined by GPS observations
 TV1548.and is referenced to NAD 83.
 TV1548
 TV1548. The following values were computed from the NAD 83(2011) position.
 TV1548
 TV1548;                    North         East     Units Scale Factor Converg.
 TV1548;SPC PRVI     -   256,040.985   359,864.911   MT  0.99999547   +0 28 23.6
 TV1548;UTM  20      - 2,028,175.651   297,000.897   MT  1.00010948   -0 36 16.0
 TV1548
 TV1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1548!SPC PRVI     -   1.00000626  x   0.99999547  =   1.00000173
 TV1548!UTM  20      -   1.00000626  x   1.00010948  =   1.00011574
 TV1548
 TV1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9700028175(NAD 83)
 TV1548
 TV1548                          SUPERSEDED SURVEY CONTROL
 TV1548
 TV1548  NAD 83(2007)-  18 20 01.30343(N)    064 55 15.34027(W) AD(2002.00) 0
 TV1548  ELLIP H (02/10/07)  -39.849  (m)                       GP(2002.00)    
 TV1548  NAD 83(1997)-  18 20 01.30211(N)    064 55 15.34597(W) AD(       ) 2
 TV1548  ELLIP H (05/22/97)  -39.872  (m)                       GP(       ) 4 1
 TV1548  NAD 83(1993)-  18 20 01.30045(N)    064 55 15.35604(W) AD(       ) 2
 TV1548  ELLIP H (07/06/94)  -39.728  (m)                       GP(       ) 4 1
 TV1548  LMSL    (07/06/94)    2.5    (m)  GEOID93  model used  GPS OBS        
 TV1548
 TV1548.Superseded values are not recommended for survey control.
 TV1548
 TV1548.NGS no longer adjusts projects to the PR datum.
 TV1548.See file dsdata.pdf to determine how the superseded data were derived.
 TV1548
 TV1548_MARKER: DJ = TIDAL STATION DISK
 TV1548_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TV1548_SP_SET: PIER BULKHEAD
 TV1548_STAMPING: 1639 M 1991
 TV1548_MARK LOGO: NOS
 TV1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1548+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 TV1548
 TV1548  HISTORY     - Date     Condition        Report By
 TV1548  HISTORY     - 1991     MONUMENTED       NOS
 TV1548  HISTORY     - 20060222 GOOD             USPSQD
 TV1548  HISTORY     - 20070809 GOOD             NGS
 TV1548
 TV1548                          STATION DESCRIPTION
 TV1548
 TV1548'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 TV1548'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1548'NEAR THE SOUTH CENTRAL PART OF THE ISLAND ALONG THE SHORE OF AND AT
 TV1548'THE SOUTHEAST CORNER OF THE CITY OF CHARLOTTE AMALIE IN THE VICINITY
 TV1548'OF HAVENSIGHT POINT ON THE WEST INDIAN COMPANY DOCKS (CRUISE SHIPS)
 TV1548'ON THE EASTERN PART OF THE DOCK ABOUT 180 METERS (590.5 FT) SOUTHWEST
 TV1548'OF THE HEAD OF THE DOCK AND ABOUT 650 METERS (2132.5 FT) NORTHEAST OF
 TV1548'THE SEAWARD END OF THE PIER ON THE SEAWALL.  REACH FROM CHARLOTTE
 TV1548'AMALIE BY TRAVELLING EAST ON VETERANS DRIVE (HIGHWAY 30) TO THE
 TV1548'HAVENSIGHT MALL AT THE EAST EDGE OF TOWN, TURN RIGHT INTO THE
 TV1548'HAVENSIGHT MALL COMPLEX AND HEAD NORTHWEST TO THE DOCK THENCE
 TV1548'NORTHEAST TO THE STATION ON THE SEAWALL AT A POINT NEARLY ON LINE
 TV1548'BETWEEN TWO WAREHOUSES.  THE STATION MARK IS AN NOS BRONZE BENCH MARK
 TV1548'DISK CEMENTED INTO A DRILL HOLE IN THE CONCRETE SURFACE OF THE
 TV1548'BULKHEAD.
 TV1548
 TV1548                          STATION RECOVERY (2006)
 TV1548
 TV1548'RECOVERY NOTE BY US POWER SQUADRON 2006 (DSR)
 TV1548'RECOVERED IN GOOD CONDITION.
 TV1548
 TV1548                          STATION RECOVERY (2007)
 TV1548
 TV1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1548'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 TV1548'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 TV1548'
 TV1548'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 TV1548'TRUMAN) AIRPORT, TAKE AIRPORT ROAD EASTERLY TO HIGHWAY 30, TURN RIGHT
 TV1548'AND PROCEED ON HIGHWAY 30 EASTERLY TO CHARLOTTE AMALIE FROM THE U.S.
 TV1548'COAST GUARD DOCK AT KINGS WHARF AND THE INTERSECTION OF HIGHWAY 30 AND
 TV1548'PORT PLADSON, CONTINUE 1.26 MI (2.0 KM) EASTERLY ALONG HIGHWAY 30 TO
 TV1548'HAVE SIGHT YACHT HAVEN.  TURN RIGHT, SOUTH FOR APPROXIMATELY 0.12 MI
 TV1548'(0.23 KM) TO MARK NORTHWEST OF THE PORT AUTHORITY BUILDING.
 TV1548'
 TV1548'THE TIDAL MARK IS A DISK SET FLUSH IN THE NORTHWEST FACE OF THE
 TV1548'CONCRETE BULKHEAD ON THE WEST INDIES DOCK NEAR THE WEST INDIES CRUISE
 TV1548'SHIP COMPANY AND PORT AUTHORITY BUILDING, 16.79 M (55.1 FT) NORTHWEST
 TV1548'OF A CINDER BLOCK FLOWER BOX WHICH RUNS SOUTHEAST-NORTHWEST ALONG SIDE
 TV1548'A WALKWAY THAT TERMINATES INTO A CYCLONE FENCE GATE THAT ALLOWS ACCESS
 TV1548'TO DOCK AND MARK BEYOND, 8.23 M (27.0 FT) SOUTHWEST OF THE CENTER OF
 TV1548'TWO BITTS, 7.92 M (26.0FT) NORTHEAST OF THE CENTER OF TWO BITTS, 0.3 M
 TV1548'(1 FT) FROM THE NORTHWEST EDGE OF THE PIER NEXT TO TWO ACCESS HATCHES
 TV1548'BUILT FLUSH WITH THE DOCK'S SURFACE.
 TV1548'
 TV1548'NO PUBLIC ACCESS.  THE DOCK IS FENCED OFF.  ACCESS MUST BE OBTAINED
 TV1548'FROM DOCK SECURITY. V4613
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0466 ***********************************************************************
 TV0466  DESIGNATION -  TOBAGO
 TV0466  PID         -  TV0466
 TV0466  STATE/COUNTY-  VQ/ST THOMAS
 TV0466  COUNTRY     -  US
 TV0466  USGS QUAD   -  CRUZ BAY OE N (2013)
 TV0466
 TV0466                         *CURRENT SURVEY CONTROL
 TV0466  ______________________________________________________________________
 TV0466* NAD 83(1986) POSITION- 18 26 36.83253(N) 064 49 26.90638(W)   ADJUSTED
 TV0466* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0466  ______________________________________________________________________
 TV0466  GEOID HEIGHT    -        -42.571 (meters)                     GEOID18
 TV0466  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 TV0466  HORZ ORDER      -  THIRD
 TV0466
 TV0466.The horizontal coordinates were established by classical geodetic methods
 TV0466.and adjusted by the National Geodetic Survey in July 1986.
 TV0466
 TV0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0466
 TV0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0466.GEOID18 height accuracy estimate available here.
 TV0466
 TV0466.Click photographs - Photos may exist for this station.
 TV0466
 TV0466.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0466
 TV0466. The following values were computed from the NAD 83(1986) position.
 TV0466
 TV0466;                    North         East     Units Scale Factor Converg.
 TV0466;SPC PRVI     -   268,288.512   369,988.277   MT  1.00000064   +0 30 12.6
 TV0466;UTM  20      - 2,040,231.369   307,354.044   MT  1.00005882   -0 34 38.2
 TV0466
 TV0466:                Primary Azimuth Mark                     Grid Az
 TV0466:SPC PRVI     -  JOST                                     082 03 37.2
 TV0466:UTM  20      -  JOST                                     083 08 28.0
 TV0466
 TV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0735440231(NAD 83)
 TV0466
 TV0466|---------------------------------------------------------------------|
 TV0466| PID    Reference Object                     Distance      Geod. Az  |
 TV0466|                                                           dddmmss.s |
 TV0466| TV0465 JOST                                APPROX. 7.8 KM 0823349.8 |
 TV0466| TV0474 SUGAR                               APPROX.11.3 KM 1540836.1 |
 TV0466| CE5685 TOBAGO RM 1                                        20019     |
 TV0466|---------------------------------------------------------------------|
 TV0466
 TV0466                          SUPERSEDED SURVEY CONTROL
 TV0466
 TV0466  PR          -  18 26 44.00890(N)    064 49 28.40653(W) AD(       ) 3
 TV0466  LMSL    (07/19/86)  146.8    (m)          482.     (f) VERT ANG       
 TV0466
 TV0466.Superseded values are not recommended for survey control.
 TV0466
 TV0466.NGS no longer adjusts projects to the PR datum.
 TV0466.See file dsdata.pdf to determine how the superseded data were derived.
 TV0466
 TV0466_MARKER: DS = TRIANGULATION STATION DISK
 TV0466_SETTING: 80 = SET IN A BOULDER
 TV0466_MARK LOGO: CGS
 TV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0466+STABILITY: SURFACE MOTION
 TV0466
 TV0466  HISTORY     - Date     Condition        Report By
 TV0466  HISTORY     - 1918     MONUMENTED       CGS
 TV0466  HISTORY     - 20191023 POOR             USPSQD
 TV0466
 TV0466                          STATION DESCRIPTION
 TV0466
 TV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0466'STATION IS SITUATED ON THE SECOND FROM THE SW END OF BIG TOBAGO
 TV0466'ISLAND OF THE FOUR HILLS ON TOBAGO ISLAND.  CENTER OF STATION IS
 TV0466'MARKED BY A STANDARD BRASS DISK CEMENTED IN A CRACK IN A LARGE
 TV0466'FLAT ROCK LYING BETWEEN TWO OTHER ROCKS, ONE OF WHICH RESTS ON
 TV0466'IT.  IT IS SLIGHTLY ON THE EASTERN SIDE OF THE RIDGE AND ABOUT
 TV0466'THE MIDDLE OF THE TOP OF THE HILL.
 TV0466'
 TV0466'REFERENCE MARK IS A REGULATION BRASS DISK CEMENTED IN A DRILL
 TV0466'HOLE IN A BOULDER ON THE TOP OF THE RIDGE.  IT BEARS S 20 DEG
 TV0466'20 MIN W (TRUE) AND IS 7.42 METERS DISTANT FROM THE STATION.
 TV0466
 TV0466                          STATION RECOVERY (2019)
 TV0466
 TV0466'RECOVERY NOTE BY US POWER SQUADRON 2019 (OKC)
 TV0466'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0532 ***********************************************************************
 TV0532  DESIGNATION -  TOP 1918
 TV0532  PID         -  TV0532
 TV0532  STATE/COUNTY-  VQ/ST THOMAS
 TV0532  COUNTRY     -  US
 TV0532  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0532
 TV0532                         *CURRENT SURVEY CONTROL
 TV0532  ______________________________________________________________________
 TV0532* NAD 83(1997) POSITION- 18 19 38.26826(N) 064 57 24.39938(W)   ADJUSTED
 TV0532* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0532  ______________________________________________________________________
 TV0532  GEOID HEIGHT    -        -42.206 (meters)                     GEOID18
 TV0532  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 TV0532  HORZ ORDER      -  THIRD
 TV0532
 TV0532.The horizontal coordinates were established by classical geodetic methods
 TV0532.and adjusted by the National Geodetic Survey in May 1997.
 TV0532
 TV0532.The orthometric height was scaled from a topographic map.
 TV0532
 TV0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0532.GEOID18 height accuracy estimate available here.
 TV0532
 TV0532.Click photographs - Photos may exist for this station.
 TV0532
 TV0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0532
 TV0532. The following values were computed from the NAD 83(1997) position.
 TV0532
 TV0532;                    North         East     Units Scale Factor Converg.
 TV0532;SPC PRVI     -   255,301.822   356,081.157   MT  0.99999528   +0 27 43.2
 TV0532;UTM  20      - 2,027,507.695   293,203.442   MT  1.00012872   -0 36 55.9
 TV0532
 TV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9320327507(NAD 83)
 TV0532
 TV0532                          SUPERSEDED SURVEY CONTROL
 TV0532
 TV0532  NAD 83(1993)-  18 19 38.26725(N)    064 57 24.40896(W) AD(       ) 3
 TV0532  NAD 83(1986)-  18 19 38.23721(N)    064 57 24.37207(W) AD(       ) 3
 TV0532  PR          -  18 19 45.40009(N)    064 57 25.84942(W) AD(       ) 3
 TV0532
 TV0532.Superseded values are not recommended for survey control.
 TV0532
 TV0532.NGS no longer adjusts projects to the PR datum.
 TV0532.See file dsdata.pdf to determine how the superseded data were derived.
 TV0532
 TV0532
 TV0532  HISTORY     - Date     Condition        Report By
 TV0532  HISTORY     - 1918     MONUMENTED       CGS
 TV0532  HISTORY     - 1923     SEE DESCRIPTION  CGS
 TV0532  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0532
 TV0532                          STATION DESCRIPTION
 TV0532
 TV0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (FTS)
 TV0532'ON AN EVENLY SLOPING ROUNDED POINT, REGIS POINT.  THE STATION
 TV0532'MARK IS ABOUT 10 METERS BACK FROM THE HIGH WATER MARK.  STANDARD
 TV0532'DISK LOCATED ON ABOUT A 45 DEG SLOPING ROCKY POINT W OF LITTLE
 TV0532'KRUM BAY, AND OVERLOOKING WEST GREGORIE CHANNEL.
 TV0532
 TV0532                          STATION RECOVERY (1926)
 TV0532
 TV0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0532'NO PHYSICAL RECOVERY WAS MADE.  TOP OF CAY USED FOR SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0484 ***********************************************************************
 TV0484  DESIGNATION -  TURN 1918
 TV0484  PID         -  TV0484
 TV0484  STATE/COUNTY-  VQ/ST JOHN
 TV0484  COUNTRY     -  US
 TV0484  USGS QUAD   -  CRUZ BAY (2013)
 TV0484
 TV0484                         *CURRENT SURVEY CONTROL
 TV0484  ______________________________________________________________________
 TV0484* NAD 83(1997) POSITION- 18 19 35.28387(N) 064 47 58.45667(W)   ADJUSTED
 TV0484* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0484  ______________________________________________________________________
 TV0484  GEOID HEIGHT    -        -42.189 (meters)                     GEOID18
 TV0484  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 TV0484  HORZ ORDER      -  THIRD
 TV0484
 TV0484.The horizontal coordinates were established by classical geodetic methods
 TV0484.and adjusted by the National Geodetic Survey in May 1997.
 TV0484
 TV0484.The orthometric height was scaled from a topographic map.
 TV0484
 TV0484.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0484.GEOID18 height accuracy estimate available here.
 TV0484
 TV0484.Click photographs - Photos may exist for this station.
 TV0484
 TV0484.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0484
 TV0484. The following values were computed from the NAD 83(1997) position.
 TV0484
 TV0484;                    North         East     Units Scale Factor Converg.
 TV0484;SPC PRVI     -   255,351.197   372,699.244   MT  0.99999526   +0 30 40.3
 TV0484;UTM  20      - 2,027,244.579   309,821.050   MT  1.00004715   -0 33 57.6
 TV0484
 TV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0982127244(NAD 83)
 TV0484
 TV0484                          SUPERSEDED SURVEY CONTROL
 TV0484
 TV0484  NAD 83(1993)-  18 19 35.28482(N)    064 47 58.45882(W) AD(       ) 3
 TV0484  NAD 83(1986)-  18 19 35.25105(N)    064 47 58.42297(W) AD(       ) 3
 TV0484  PR          -  18 19 42.41445(N)    064 47 59.92476(W) AD(       ) 3
 TV0484
 TV0484.Superseded values are not recommended for survey control.
 TV0484
 TV0484.NGS no longer adjusts projects to the PR datum.
 TV0484.See file dsdata.pdf to determine how the superseded data were derived.
 TV0484
 TV0484_MARKER: Z = SEE DESCRIPTION
 TV0484_SETTING: 0 = UNSPECIFIED SETTING
 TV0484
 TV0484  HISTORY     - Date     Condition        Report By
 TV0484  HISTORY     - 1918     MONUMENTED       CGS
 TV0484  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0484  HISTORY     - 1973     GOOD             NGS
 TV0484
 TV0484                          STATION DESCRIPTION
 TV0484
 TV0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0484'STATION IS SITUATED ON THE PROMINENT POINT ON THE N SIDE OF
 TV0484'TURNERS BAY.  IT IS ON THE MAIN PART OF THE POINT.  THERE IS A
 TV0484'ROCKY LEDGE OUTSIDE OF THE STATION WHICH IS SEPARATED FROM IT AT
 TV0484'HIGH TIDE.
 TV0484'
 TV0484'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED INTO A
 TV0484'DEPRESSION OF THE BARE ROCK.
 TV0484'
 TV0484'REFERENCE MARK NO.1 IS A REGULATION BRASS REFERENCE MARK CEMENTED
 TV0484'INTO A DEPRESSION IN THE TOP OF A LARGE BOULDER LYING AGAINST THE
 TV0484'SIDE OF THE POINT.
 TV0484
 TV0484                          STATION RECOVERY (1926)
 TV0484
 TV0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0484'STATION FOUND AS DESCIBED.
 TV0484
 TV0484                          STATION RECOVERY (1973)
 TV0484
 TV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JGC)
 TV0484'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS MARKED
 TV0484'BY A STANDARD, UNSTAMPED BRASS DISK.
 TV0484'
 TV0484'REFERENCE MARK FOUND AS DESCRIBED IN EXCELLENT CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0066 ***********************************************************************
 TV0066  DESIGNATION -  TWO
 TV0066  PID         -  TV0066
 TV0066  STATE/COUNTY-  VQ/ST CROIX
 TV0066  COUNTRY     -  US
 TV0066  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0066
 TV0066                         *CURRENT SURVEY CONTROL
 TV0066  ______________________________________________________________________
 TV0066* NAD 83(1997) POSITION- 17 44 57.73816(N) 064 41 34.09241(W)   ADJUSTED
 TV0066* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0066  ______________________________________________________________________
 TV0066  GEOID HEIGHT    -        -41.308 (meters)                     GEOID18
 TV0066  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 TV0066  HORZ ORDER      -  THIRD
 TV0066
 TV0066.The horizontal coordinates were established by classical geodetic methods
 TV0066.and adjusted by the National Geodetic Survey in May 1997.
 TV0066
 TV0066.The orthometric height was scaled from a topographic map.
 TV0066
 TV0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0066.GEOID18 height accuracy estimate available here.
 TV0066
 TV0066.Click photographs - Photos may exist for this station.
 TV0066
 TV0066.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0066
 TV0066. The following values were computed from the NAD 83(1997) position.
 TV0066
 TV0066;                    North         East     Units Scale Factor Converg.
 TV0066;SPC PRVI     -   191,584.347   384,592.074   MT  1.00002938   +0 32 40.5
 TV0066;UTM  20      - 1,963,265.794   320,522.537   MT  0.99999827   -0 30 58.3
 TV0066
 TV0066:                Primary Azimuth Mark                     Grid Az
 TV0066:SPC PRVI     -  FORT LOUISE AUGUSTA LIGHT                344 20 22.5
 TV0066:UTM  20      -  FORT LOUISE AUGUSTA LIGHT                345 24 01.3
 TV0066
 TV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE2052263265(NAD 83)
 TV0066
 TV0066|---------------------------------------------------------------------|
 TV0066| PID    Reference Object                     Distance      Geod. Az  |
 TV0066|                                                           dddmmss.s |
 TV0066| TV0064 SHOYS MILL                          APPROX. 1.4 KM 0630400.3 |
 TV0066| TV0101 MT WELCOME MILL                     379.117 METERS 23323     |
 TV0066| TV0110 ORANGE GROVE MILL                   APPROX. 2.7 KM 2604315.1 |
 TV0066| TV0067 FORT LOUISE AUGUSTA LIGHT           APPROX. 0.7 KM 3445303.0 |
 TV0066|---------------------------------------------------------------------|
 TV0066
 TV0066                          SUPERSEDED SURVEY CONTROL
 TV0066
 TV0066  NAD 83(1993)-  17 44 57.73642(N)    064 41 34.10235(W) AD(       ) 3
 TV0066  NAD 83(1986)-  17 44 57.72176(N)    064 41 34.07759(W) AD(       ) 3
 TV0066  PR          -  17 45 04.81785(N)    064 41 35.56248(W) AD(       ) 3
 TV0066
 TV0066.Superseded values are not recommended for survey control.
 TV0066
 TV0066.NGS no longer adjusts projects to the PR datum.
 TV0066.See file dsdata.pdf to determine how the superseded data were derived.
 TV0066
 TV0066
 TV0066  HISTORY     - Date     Condition        Report By
 TV0066  HISTORY     - 1924     MONUMENTED       CGS
 TV0066  HISTORY     - 19950426 GOOD             USPSQD
 TV0066
 TV0066                          STATION DESCRIPTION
 TV0066
 TV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (GCM)
 TV0066'STATION IS DESCRIBED IN BUOY LIST, 1925, U.S. LIGHTHOUSE SERVICE,
 TV0066'PAGE 19.  MAIN CHANNEL CHRISTIANSTED HARBOR.  ENTRANCE REAR
 TV0066'RANGE BEACON ON AXIS OF CHANNEL BETWEEN GREAT MIDDLE GROUND AND
 TV0066'SCOTCH BANK.
 TV0066'
 TV0066'STRUCTURE IS 20 FEET HIGH, 800 YARDS FROM FRONT BEACON 164 DEG
 TV0066'FROM SAME.
 TV0066'
 TV0066'TWO WHITE TRIANGULAR DAYMARKS, APEX TO APEX, ON PYRAMIDAL CONCRETE
 TV0066'BASE.
 TV0066'
 TV0066'STATION IS LOCATED ABOUT 1/2 MILE S OF FORT LOUISA LIGHT.
 TV0066
 TV0066                          STATION RECOVERY (1995)
 TV0066
 TV0066'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0188 ***********************************************************************
 TV0188  DESIGNATION -  VALLEE RESET
 TV0188  PID         -  TV0188
 TV0188  STATE/COUNTY-  VQ/ST CROIX
 TV0188  COUNTRY     -  US
 TV0188  USGS QUAD   -  BARON BLUFF (2013)
 TV0188
 TV0188                         *CURRENT SURVEY CONTROL
 TV0188  ______________________________________________________________________
 TV0188* NAD 83(1997) POSITION- 17 46 36.32640(N) 064 48 22.38729(W)   ADJUSTED
 TV0188* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0188  ______________________________________________________________________
 TV0188  GEOID HEIGHT    -        -42.103 (meters)                     GEOID18
 TV0188  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 TV0188  HORZ ORDER      -  THIRD
 TV0188
 TV0188.The horizontal coordinates were established by classical geodetic methods
 TV0188.and adjusted by the National Geodetic Survey in May 1997.
 TV0188
 TV0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0188
 TV0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0188.GEOID18 height accuracy estimate available here.
 TV0188
 TV0188.Click photographs - Photos may exist for this station.
 TV0188
 TV0188.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0188
 TV0188. The following values were computed from the NAD 83(1997) position.
 TV0188
 TV0188;                    North         East     Units Scale Factor Converg.
 TV0188;SPC PRVI     -   194,504.685   372,537.204   MT  1.00002548   +0 30 32.8
 TV0188;UTM  20      - 1,966,408.792   308,523.818   MT  1.00005331   -0 33 05.8
 TV0188
 TV0188:                Primary Azimuth Mark                     Grid Az
 TV0188:SPC PRVI     -  CANE BAY MILL                            223 22 17.6
 TV0188:UTM  20      -  CANE BAY MILL                            224 25 56.2
 TV0188
 TV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0852366408(NAD 83)
 TV0188
 TV0188|---------------------------------------------------------------------|
 TV0188| PID    Reference Object                     Distance      Geod. Az  |
 TV0188|                                                           dddmmss.s |
 TV0188| CE5701 VALLEE RM 1                                        05324     |
 TV0188| TV0187 LA VALLEE CHIMNEY                   302.803 METERS 08737     |
 TV0188| TV0189 VALLEE RM 2                          75.351 METERS 18606     |
 TV0188| CE5703 VALLEE RM 3                                        18644     |
 TV0188| TV0191 CANE BAY MILL                       APPROX. 0.9 KM 2235250.4 |
 TV0188| TV0192 NORTH STAR MILL                     APPROX. 1.5 KM 2294915.2 |
 TV0188| TV0193 PROSPERITY MILL                     APPROX. 2.6 KM 2360803.0 |
 TV0188| TV0194 WELLS                               APPROX. 3.4 KM 2413544.4 |
 TV0188| TV0202 HAM BLUFF LH                        APPROX. 6.9 KM 2630142.0 |
 TV0188|---------------------------------------------------------------------|
 TV0188
 TV0188                          SUPERSEDED SURVEY CONTROL
 TV0188
 TV0188  NAD 83(1993)-  17 46 36.32473(N)    064 48 22.39704(W) AD(       ) 3
 TV0188  NAD 83(1986)-  17 46 36.31129(N)    064 48 22.37704(W) AD(       ) 3
 TV0188  PR          -  17 46 43.40899(N)    064 48 23.85465(W) AD(       ) 3
 TV0188  LMSL    (05/31/90)   49.9    (m)          164.     (f) VERT ANG       
 TV0188  LMSL    (07/19/86)   51.4    (m)          169.     (f) VERT ANG       
 TV0188
 TV0188.Superseded values are not recommended for survey control.
 TV0188
 TV0188.NGS no longer adjusts projects to the PR datum.
 TV0188.See file dsdata.pdf to determine how the superseded data were derived.
 TV0188
 TV0188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0188_SETTING: 66 = SET IN ROCK OUTCROP
 TV0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0188+STABILITY: POSITION/ELEVATION WELL
 TV0188
 TV0188  HISTORY     - Date     Condition        Report By
 TV0188  HISTORY     - 1919     MONUMENTED       CGS
 TV0188  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0188  HISTORY     - 1967     MARK NOT FOUND   CGS
 TV0188  HISTORY     - 1980     GOOD             NOS
 TV0188  HISTORY     - 1982     GOOD             NOS
 TV0188
 TV0188                          STATION DESCRIPTION
 TV0188
 TV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0188'STATION IS ON GRASS COVERED RIDGE 200 METERS W OF LA VALLEE
 TV0188'ESTATE CHIMNEY AND MILLS.  THE STATION IS ABOUT 50 METERS S OF
 TV0188'TOP OF N END OF RIDGE AND 3 METERS W OF MIDDLE OF RIDGE.  TOP OF
 TV0188'BARONS BLUFF IS ON RANGE WITH THE SMALLER OF THE TWO LA VALLEE
 TV0188'MILLS.  CLAREMONT MILL AND S TANGENT OF THE LARGE LA VALLEE MILL
 TV0188'ARE ON RANGE.  BODKIN MILL AND NORTH STAR MILL ARE ON RANGE.
 TV0188'
 TV0188'STATION IS MARKED BY A STANDARD BRASS DISK CEMENTED IN CRACK
 TV0188'OF 0.4-METER DIAMETER ROCK, OUTCROPPING 0.2 METER.
 TV0188'
 TV0188'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN DRILL
 TV0188'HOLE IN SMALL ROCK ON E SIDE OF TOP OF THE RIDGE.  CLAREMONT MILL
 TV0188'AND LA VALLEE ESTATE HOUSE ARE ON RANGE.
 TV0188'
 TV0188'REFERENCE MARK NO.2 IS A SIMILAR DISK CEMENTED IN DRILL HOLE IN
 TV0188'SMALL ROCK ON THE RIDGE.  RUST ON TWIST MILL SHOWS MIDWAY BETWEEN
 TV0188'LA VALLEE CHIMNEY AND LA VALLEE LARGE MILL.
 TV0188'
 TV0188'REFERENCE MARK NO.3 IS A BRASS DISK CEMENTED IN CRACK ON TOP OF
 TV0188'RIDGE.  TOP OF HILL AT BARONS BLUFF AND LA VALLEE HOUSE ARE ON
 TV0188'RANGE.
 TV0188'
 TV0188'TOP OF POLE - 2.5 METERS.
 TV0188
 TV0188                          STATION RECOVERY (1925)
 TV0188
 TV0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0188'STATION WAS NOT VISITED.
 TV0188
 TV0188                          STATION RECOVERY (1967)
 TV0188
 TV0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0188'STATION AND R.M. NO. 1 COULD NOT BE FOUND AND ARE BELIEVED
 TV0188'DESTROYED.
 TV0188'
 TV0188'R.M. 2 AND R.M. 3 WERE RECOVERED IN GOOD CONDITION.
 TV0188'
 TV0188'R.M. 2 WAS OCCUPIED AND ESTABLISHED AS A NEW STATION.  IT WAS STAMPED
 TV0188'VALLEE 2 1967.
 TV0188'
 TV0188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 TV0188'OF CHRISTIANSTED, ST. CROIX.
 TV0188
 TV0188                          STATION RECOVERY (1980)
 TV0188
 TV0188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 TV0188'REFERENCE MARK 3 AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TV0188'CONDITION. REFERENCE MARK 2 HAS BEEN RESTAMPED VALLEY 2 1976,
 TV0188'NO DESCRIPTION WAS FOUND FOR THIS. THE DRILL HOLE WAS FOUND
 TV0188'FOR THE STATION BUT THE DISK HAD BEEN REMOVED. THIS WAS CONFIRMED
 TV0188'BY MEASURMENTS TO THE REFERENCE MARKS.
 TV0188'
 TV0188'THERE ARE TWO WAYS OF REACHING THE STATION. GO TO A
 TV0188'WHITE HOUSE (OWNER MR. ISLES) ON THE SOUTH SIDE OF NORTH
 TV0188'SHORE ROAD 0.1 KM (0.05 MI) EAST OF THE CANE BAY REEF CLUB AND
 TV0188'PACK EAST UPHILL TO STATION ON RIDGE NEAR POWER POLE. OR,
 TV0188'AT THE LA VALLEE STORE GO WEST THEN NORTH THROUGH THE
 TV0188'LA VALLEE RUINS AND PICK WAY UPHILL TO A FENCE AND
 TV0188'ETT. (A 4 WHEEL DRIVE JEEP IS REQUIRED FOR THIS ROUTE) THENCE
 TV0188'PACK WEST AND SOUTH TO STATION WHERE POWER LINE CROSSES RIDGE.
 TV0188'
 TV0188'A NEW DISK STAMPED---VALLEE 1919 RESET 1980---,
 TV0188'WAS CEMENTED IN THE EXISTING DRILL HOLE.
 TV0188'IT IS LOCATED
 TV0188'6.0 METERS (19.7 FT) SOUTH OF A POWER POLE ON TOP OF A RIDGE.
 TV0188'
 TV0188'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS
 TV0188
 TV0188                          STATION RECOVERY (1982)
 TV0188
 TV0188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0188'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TV0188'1980. THE ROUTE TO THE STATION BY MR. ISLES HOUSE CAN BE DRIVEN
 TV0188'WITH 4 WHEEL DRIVE. WITH MR. ISLES PERMISSION YOU CAN ENTER THE
 TV0188'PASTURE AT A GATE JUST NORTH OF THE HOUSE AND GO SOUTH TO TOP OF
 TV0188'RIDGE THENCE NORTH ALONG RIDGE TO STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0189 ***********************************************************************
 TV0189  DESIGNATION -  VALLEE RM 2
 TV0189  PID         -  TV0189
 TV0189  STATE/COUNTY-  VQ/ST CROIX
 TV0189  COUNTRY     -  US
 TV0189  USGS QUAD   -  BARON BLUFF (2013)
 TV0189
 TV0189                         *CURRENT SURVEY CONTROL
 TV0189  ______________________________________________________________________
 TV0189* NAD 83(1997) POSITION- 17 46 33.88931(N) 064 48 22.65888(W)   ADJUSTED
 TV0189* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0189  ______________________________________________________________________
 TV0189  GEOID HEIGHT    -        -42.090 (meters)                     GEOID18
 TV0189  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC18
 TV0189  HORZ ORDER      -  THIRD
 TV0189
 TV0189.The horizontal coordinates were established by classical geodetic methods
 TV0189.and adjusted by the National Geodetic Survey in May 1997.
 TV0189
 TV0189.The orthometric height was scaled from a topographic map.
 TV0189
 TV0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0189.GEOID18 height accuracy estimate available here.
 TV0189
 TV0189.Click photographs - Photos may exist for this station.
 TV0189
 TV0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0189
 TV0189. The following values were computed from the NAD 83(1997) position.
 TV0189
 TV0189;                    North         East     Units Scale Factor Converg.
 TV0189;SPC PRVI     -   194,429.690   372,529.870   MT  1.00002557   +0 30 32.7
 TV0189;UTM  20      - 1,966,333.943   308,515.097   MT  1.00005335   -0 33 05.9
 TV0189
 TV0189:                Primary Azimuth Mark                     Grid Az
 TV0189:SPC PRVI     -  MT EAGLE                                 198 10 27.4
 TV0189:UTM  20      -  MT EAGLE                                 199 14 06.0
 TV0189
 TV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0851566333(NAD 83)
 TV0189
 TV0189|---------------------------------------------------------------------|
 TV0189| PID    Reference Object                     Distance      Geod. Az  |
 TV0189|                                                           dddmmss.s |
 TV0189| TV0190 MT EAGLE                            APPROX. 1.7 KM 1984100.1 |
 TV0189| TV0202 HAM BLUFF LH                        APPROX. 6.9 KM 2633818.2 |
 TV0189|---------------------------------------------------------------------|
 TV0189
 TV0189                          SUPERSEDED SURVEY CONTROL
 TV0189
 TV0189  NAD 83(1993)-  17 46 33.88767(N)    064 48 22.66863(W) AD(       ) 3
 TV0189  NAD 83(1986)-  17 46 33.87296(N)    064 48 22.64890(W) AD(       ) 3
 TV0189  PR          -  17 46 40.97400(N)    064 48 24.12606(W) AD(       ) 3
 TV0189
 TV0189.Superseded values are not recommended for survey control.
 TV0189
 TV0189.NGS no longer adjusts projects to the PR datum.
 TV0189.See file dsdata.pdf to determine how the superseded data were derived.
 TV0189
 TV0189_MARKER: DR = REFERENCE MARK DISK
 TV0189_SETTING: 66 = SET IN ROCK OUTCROP
 TV0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0189+STABILITY: POSITION/ELEVATION WELL
 TV0189
 TV0189  HISTORY     - Date     Condition        Report By
 TV0189  HISTORY     - 1967     MONUMENTED       CGS
 TV0189  HISTORY     - 1967     GOOD             CGS
 TV0189
 TV0189                          STATION DESCRIPTION
 TV0189
 TV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (KWJ)
 TV0189'STATION IS LOCATED ON NORTH COAST OF ST. CROIX ISLAND, VIRGIN
 TV0189'ISLANDS, APPROXIMATELY 5 MILES NORTHWEST OF CHRISTIANSTED.
 TV0189'STATION IS ON GRASS COVERED RIDGE 200 METERS WSW OF LA VALLEE
 TV0189'ESTATE CHIMNEY AND MILLS.
 TV0189'
 TV0189'THE STATION IS ABOUT 125 METERS SOUTH OF TOP OS NORTH END OF RIDGE
 TV0189'ON HIGHEST CREST OF RIDGE.  STATION IS MARKED BY A STANDARD
 TV0189'REFERENCE MARK STAMPED VALLEE 2 1967 CEMENTED IN DRILL HOLE IN SMALL
 TV0189'ROCK ON RIDGE.  RUST ON TWIST MILL SHOWS MIDWAY BETWEEN LA VALLEE
 TV0189'CHIMNEY AND LA VALLEE LARGE MILL.  THIS STATION IS R.M. 2 OF THE
 TV0189'ORIGINAL STATION VALLEE 1919 WHICH WAS NOT RECOVERED.
 TV0189'
 TV0189'REFERENCE MARK 3 IS A BRASS DISK CEMENTED IN A CRACK ON TOP
 TV0189'OF RIDGE.  THE HILL AT BARONS BLUFF AND LA VALLEE HOUSE ARE ON
 TV0189'RANGE.  ANGLES WERE NOT TURNED TO R.M. 3.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0520 ***********************************************************************
 TV0520  DESIGNATION -  VENUS 1918
 TV0520  PID         -  TV0520
 TV0520  STATE/COUNTY-  VQ/ST THOMAS
 TV0520  COUNTRY     -  US
 TV0520  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0520
 TV0520                         *CURRENT SURVEY CONTROL
 TV0520  ______________________________________________________________________
 TV0520* NAD 83(1997) POSITION- 18 21 02.85056(N) 064 55 53.31287(W)   NO CHECK
 TV0520* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0520  ______________________________________________________________________
 TV0520  GEOID HEIGHT    -        -42.196 (meters)                     GEOID18
 TV0520  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 TV0520  HORZ ORDER      -  THIRD
 TV0520
 TV0520.The horizontal coordinates were established by classical geodetic methods
 TV0520.and adjusted by the National Geodetic Survey in May 1997.
 TV0520
 TV0520.No horizontal observational check was made to the station.
 TV0520
 TV0520.The orthometric height was scaled from a topographic map.
 TV0520
 TV0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0520.GEOID18 height accuracy estimate available here.
 TV0520
 TV0520.Click photographs - Photos may exist for this station.
 TV0520
 TV0520.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0520
 TV0520. The following values were computed from the NAD 83(1997) position.
 TV0520
 TV0520;                    North         East     Units Scale Factor Converg.
 TV0520;SPC PRVI     -   257,924.011   358,734.329   MT  0.99999603   +0 28 11.7
 TV0520;UTM  20      - 2,030,079.835   295,905.812   MT  1.00011499   -0 36 29.9
 TV0520
 TV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9590530079(NAD 83)
 TV0520
 TV0520                          SUPERSEDED SURVEY CONTROL
 TV0520
 TV0520  NAD 83(1993)-  18 21 02.85158(N)    064 55 53.32028(W) AD(       ) 3
 TV0520  NAD 83(1986)-  18 21 02.82083(N)    064 55 53.28239(W) AD(       ) 3
 TV0520  PR          -  18 21 09.98502(N)    064 55 54.76488(W) AD(       ) 3
 TV0520
 TV0520.Superseded values are not recommended for survey control.
 TV0520
 TV0520.NGS no longer adjusts projects to the PR datum.
 TV0520.See file dsdata.pdf to determine how the superseded data were derived.
 TV0520
 TV0520
 TV0520  HISTORY     - Date     Condition        Report By
 TV0520  HISTORY     - 1918     MONUMENTED       CGS
 TV0520  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TV0520
 TV0520                          STATION DESCRIPTION
 TV0520
 TV0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0520'STATION IS TOP OF TOWER (CONCRETE) RECTANGULAR SHAPE WITH
 TV0520'PYRAMIDAL CAP.  MONUMENT IS LOCATED SW OF THE HOUSES ON MAFFOLI
 TV0520'ESTATE AND OVERLOOKS THE TOWN OF CHARLOTTE AMALIE.  THIS MARKS
 TV0520'THE PASSAGE OF VENUS IN 1882.  THE MONUMENT IS 40 INCHES BY 66
 TV0520'INCHES AND 13.5 FEET HIGH.  THERE IS A NUMBER OF FOUNDATION
 TV0520'PILLARS IN THE VICINITY WHICH ARE IN GOOD CONDITION, BUILT IN
 TV0520'VARYING SHAPES.
 TV0520'
 TV0520'THE ELEVATION AS DETERMINED BY TOPOGRAPHY OF THE TOP OF TOWER
 TV0520'IS 807 FEET.
 TV0520
 TV0520                          STATION RECOVERY (1926)
 TV0520
 TV0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (GCM)
 TV0520'STATION IS IN PLACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7141 ***********************************************************************
 DK7141  DESIGNATION -  VIKH A
 DK7141  PID         -  DK7141
 DK7141  STATE/COUNTY-  VQ/ST CROIX
 DK7141  COUNTRY     -  US
 DK7141  USGS QUAD   -  LONG POINT (2013)
 DK7141
 DK7141                         *CURRENT SURVEY CONTROL
 DK7141  ______________________________________________________________________
 DK7141* NAD 83(2011) POSITION- 17 42 55.59898(N) 064 47 53.72670(W)   ADJUSTED
 DK7141* NAD 83(2011) ELLIP HT-   -11.664 (meters)        (06/27/12)   ADJUSTED
 DK7141* NAD 83(2011) EPOCH   -  2010.00
 DK7141* VIVD09  ORTHO HEIGHT -    29.683 (meters)       97.39  (feet) ADJUSTED
 DK7141  ______________________________________________________________________
 DK7141  GEOID HEIGHT    -        -41.356 (meters)                     GEOID18
 DK7141  NAD 83(2011) X  -  2,587,864.431 (meters)                     COMP
 DK7141  NAD 83(2011) Y  - -5,499,057.727 (meters)                     COMP
 DK7141  NAD 83(2011) Z  -  1,928,404.030 (meters)                     COMP
 DK7141  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DK7141  VERT ORDER      -  FIRST     CLASS II
 DK7141
 DK7141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7141  Standards:
 DK7141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7141  -------------------------------------------------------------------
 DK7141  NETWORK    0.84   1.67           0.33   0.36   0.85     -0.01910774
 DK7141  -------------------------------------------------------------------
 DK7141  Click here for local accuracies and other accuracy information.
 DK7141
 DK7141.The horizontal coordinates were established by GPS observations
 DK7141.and adjusted by the National Geodetic Survey in June 2012.
 DK7141
 DK7141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7141.been affixed to the stable North American tectonic plate. See 
 DK7141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7141
 DK7141.The horizontal coordinates are valid at the epoch date displayed above
 DK7141.which is a decimal equivalence of Year/Month/Day.
 DK7141
 DK7141.The orthometric height was determined by differential leveling and
 DK7141.adjusted by the NATIONAL GEODETIC SURVEY
 DK7141.in April 2012.
 DK7141
 DK7141.No vertical observational check was made to the station.
 DK7141
 DK7141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7141.GEOID18 height accuracy estimate available here.
 DK7141
 DK7141.Click photographs - Photos may exist for this station.
 DK7141
 DK7141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7141
 DK7141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7141
 DK7141.The ellipsoidal height was determined by GPS observations
 DK7141.and is referenced to NAD 83.
 DK7141
 DK7141. The following values were computed from the NAD 83(2011) position.
 DK7141
 DK7141;                    North         East     Units Scale Factor Converg.
 DK7141;SPC PRVI     -   187,726.283   373,441.979   MT  1.00003451   +0 30 41.7
 DK7141;UTM  20      - 1,959,614.668   309,303.077   MT  1.00004963   -0 32 50.5
 DK7141
 DK7141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7141!SPC PRVI     -   1.00000183  x   1.00003451  =   1.00003634
 DK7141!UTM  20      -   1.00000183  x   1.00004963  =   1.00005146
 DK7141
 DK7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0930359614(NAD 83)
 DK7141
 DK7141|---------------------------------------------------------------------|
 DK7141| PID    Reference Object                     Distance      Geod. Az  |
 DK7141|                                                           dddmmss.s |
 DK7141| DI2148 KINGSHILL CORS MON                   82.525 METERS 00942     |
 DK7141|---------------------------------------------------------------------|
 DK7141
 DK7141                          SUPERSEDED SURVEY CONTROL
 DK7141
 DK7141  NAD 83(2007)-  17 42 55.59792(N)    064 47 53.73194(W) AD(2002.00) B
 DK7141  ELLIP H (01/22/10)  -11.682  (m)                       GP(2002.00) 5 1
 DK7141
 DK7141.Superseded values are not recommended for survey control.
 DK7141
 DK7141.NGS no longer adjusts projects to the PR datum.
 DK7141.See file dsdata.pdf to determine how the superseded data were derived.
 DK7141
 DK7141_MARKER: DV = VERTICAL CONTROL DISK
 DK7141_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK7141_SP_SET: CISTERN RETAINING WALL
 DK7141_STAMPING: VIKH A 2007
 DK7141_MARK LOGO: NGS
 DK7141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7141+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7141
 DK7141  HISTORY     - Date     Condition        Report By
 DK7141  HISTORY     - 20070801 MONUMENTED       NGS
 DK7141
 DK7141                          STATION DESCRIPTION
 DK7141
 DK7141'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7141'THE MARK IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF THE VIRGIN
 DK7141'ISLANDS.OWNERSHIP--THE UNIVERSITY OF THE VIRGIN ISLANDS.
 DK7141'
 DK7141'TO REACH FROM THE INTERSECTION OF HWY.66 AND 70 AT THE SUNNY ISLE
 DK7141'SHOPPING CENTER, TRAVEL WEST ALONG HWY.70 FOR 3.88 MI (6.2 KM) TO THE
 DK7141'ENTRANCE OF THE UNIVERSITY ON THE LEFT, TURN LEFT, TRAVEL SOUTH FOR.88
 DK7141'MI (1.4 KM) TO THE BOOK STORE AND CAFETERIA BUILDING, TRAVEL EAST FOR
 DK7141'350 FT (106.7 M) TO ROAD, CONTINUE SOUTH ALONG ROAD FOR 0.1 MI (0.2
 DK7141'KM) TO THE MARK ON THE LEFT.  THE MARK IS A VERTICAL CONTROL DISK SET
 DK7141'IN A DRILL HOLE IN THE CISTERN RETAINING WALL.
 DK7141'
 DK7141'THE MARK IS 42.8 M (140.4 FT) SOUTHWEST OF LIGHT POLE, 24 M (78.7 FT)
 DK7141'SOUTH-SOUTHEAST OF LIGHT POLE, 14.0 M (45.9 FT) NORTHEAST FROM THE
 DK7141'NORTHEAST CORNER OF STEEL GRATE, AND 7.0 M (23.0 FT) SOUTHEAST OF A
 DK7141'FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DK7140 ***********************************************************************
 DK7140  DESIGNATION -  VIKH B
 DK7140  PID         -  DK7140
 DK7140  STATE/COUNTY-  VQ/ST CROIX
 DK7140  COUNTRY     -  US
 DK7140  USGS QUAD   -  LONG POINT (2013)
 DK7140
 DK7140                         *CURRENT SURVEY CONTROL
 DK7140  ______________________________________________________________________
 DK7140* NAD 83(2011) POSITION- 17 42 56.28310(N) 064 47 55.37335(W)   ADJUSTED
 DK7140* NAD 83(2011) ELLIP HT-    -9.352 (meters)        (06/27/12)   ADJUSTED
 DK7140* NAD 83(2011) EPOCH   -  2010.00
 DK7140* VIVD09  ORTHO HEIGHT -    31.997 (meters)      104.98  (feet) ADJUSTED
 DK7140  ______________________________________________________________________
 DK7140  GEOID HEIGHT    -        -41.358 (meters)                     GEOID18
 DK7140  NAD 83(2011) X  -  2,587,818.743 (meters)                     COMP
 DK7140  NAD 83(2011) Y  - -5,499,074.589 (meters)                     COMP
 DK7140  NAD 83(2011) Z  -  1,928,424.768 (meters)                     COMP
 DK7140  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 DK7140  VERT ORDER      -  FIRST     CLASS II
 DK7140
 DK7140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7140  Standards:
 DK7140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7140  -------------------------------------------------------------------
 DK7140  NETWORK    1.00   1.69           0.34   0.46   0.86     -0.15075222
 DK7140  -------------------------------------------------------------------
 DK7140  Click here for local accuracies and other accuracy information.
 DK7140
 DK7140.The horizontal coordinates were established by GPS observations
 DK7140.and adjusted by the National Geodetic Survey in June 2012.
 DK7140
 DK7140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7140.been affixed to the stable North American tectonic plate. See 
 DK7140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK7140
 DK7140.The horizontal coordinates are valid at the epoch date displayed above
 DK7140.which is a decimal equivalence of Year/Month/Day.
 DK7140
 DK7140.The orthometric height was determined by differential leveling and
 DK7140.adjusted by the NATIONAL GEODETIC SURVEY
 DK7140.in April 2012.
 DK7140
 DK7140.No vertical observational check was made to the station.
 DK7140
 DK7140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7140.GEOID18 height accuracy estimate available here.
 DK7140
 DK7140.Click photographs - Photos may exist for this station.
 DK7140
 DK7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK7140
 DK7140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK7140
 DK7140.The ellipsoidal height was determined by GPS observations
 DK7140.and is referenced to NAD 83.
 DK7140
 DK7140. The following values were computed from the NAD 83(2011) position.
 DK7140
 DK7140;                    North         East     Units Scale Factor Converg.
 DK7140;SPC PRVI     -   187,746.882   373,393.273   MT  1.00003448   +0 30 41.2
 DK7140;UTM  20      - 1,959,636.164   309,254.760   MT  1.00004986   -0 32 51.0
 DK7140
 DK7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7140!SPC PRVI     -   1.00000147  x   1.00003448  =   1.00003595
 DK7140!UTM  20      -   1.00000147  x   1.00004986  =   1.00005133
 DK7140
 DK7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0925459636(NAD 83)
 DK7140
 DK7140|---------------------------------------------------------------------|
 DK7140| PID    Reference Object                     Distance      Geod. Az  |
 DK7140|                                                           dddmmss.s |
 DK7140| DI2148 KINGSHILL CORS MON                   86.801 METERS 04559     |
 DK7140|---------------------------------------------------------------------|
 DK7140
 DK7140                          SUPERSEDED SURVEY CONTROL
 DK7140
 DK7140  NAD 83(2007)-  17 42 56.28204(N)    064 47 55.37858(W) AD(2002.00) B
 DK7140  ELLIP H (01/22/10)   -9.369  (m)                       GP(2002.00) 5 1
 DK7140
 DK7140.Superseded values are not recommended for survey control.
 DK7140
 DK7140.NGS no longer adjusts projects to the PR datum.
 DK7140.See file dsdata.pdf to determine how the superseded data were derived.
 DK7140
 DK7140_MARKER: DV = VERTICAL CONTROL DISK
 DK7140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK7140_SP_SET: CISTERN BASE
 DK7140_STAMPING: VIKH B 2007
 DK7140_MARK LOGO: NGS
 DK7140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7140+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DK7140
 DK7140  HISTORY     - Date     Condition        Report By
 DK7140  HISTORY     - 20070801 MONUMENTED       NGS
 DK7140
 DK7140                          STATION DESCRIPTION
 DK7140
 DK7140'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DK7140'THE MARK IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF THE VIRGIN
 DK7140'ISLANDS, ST CROIX.  OWNERSHIP-- UNIVERSITY OF VIRGIN ISLANDS.
 DK7140'
 DK7140'TO REACH THE MARK FROM THE HWY.70 AND 66 AT THE SUNNY ISLE SHOPPING
 DK7140'CENTER, TRAVEL EAST ON HWY.70 FOR 3.88 MI (6.2 KM) TO THE ENTRANCE OF
 DK7140'THE UNIVERSITY OF THE VIRGIN ISLANDS ON THE LEFT, TURN LEFT AND TRAVEL
 DK7140'SOUTH FOR 0.28 MI (0.5 KM) TO BOOK STORE AND CAFETERIA BUILDING, TURN
 DK7140'LEFT AND GO 350 FT (106.7 M) TO A ROAD ON RIGHT, FOLLOW ROAD EAST THEN
 DK7140'SOUTH FOR 0.1 MI (0.2 KM) BEHIND BUILDING AND THE MARK ON THE RIGHT.
 DK7140'
 DK7140'THE MARK IS A STANDARD NGS VERTICAL DISK SET IN THE CISTERN CONCRETE
 DK7140'BASE.THE MARK IS 18.6 M (61.0 FT) SOUTHWEST OF A LIGHT POLE, 12.5 M
 DK7140'(41.0 FT) SOUTHWEST OF THE NORTH-SOUTH ROAD CENTERLINE, 20.1 M (65.9
 DK7140'FT) NORTHWEST OF A LIGHT POLE, 11.5 M (37.7 FT) EAST OF A LIGHT POLE,
 DK7140'AND 0.2 M (0.7 FT) ABOVE THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3917 ***********************************************************************
 DL3917  DESIGNATION -  VITH A
 DL3917  PID         -  DL3917
 DL3917  STATE/COUNTY-  VQ/ST THOMAS
 DL3917  COUNTRY     -  US
 DL3917  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3917
 DL3917                         *CURRENT SURVEY CONTROL
 DL3917  ______________________________________________________________________
 DL3917* NAD 83(2011) POSITION- 18 20 36.50011(N) 064 58 09.46810(W)   ADJUSTED
 DL3917* NAD 83(2011) ELLIP HT-    -0.891 (meters)        (06/27/12)   ADJUSTED
 DL3917* NAD 83(2011) EPOCH   -  2010.00
 DL3917* VIVD09  ORTHO HEIGHT -    41.337 (meters)      135.62  (feet) ADJUSTED
 DL3917  ______________________________________________________________________
 DL3917  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DL3917  NAD 83(2011) X  -  2,562,338.899 (meters)                     COMP
 DL3917  NAD 83(2011) Y  - -5,487,274.516 (meters)                     COMP
 DL3917  NAD 83(2011) Z  -  1,994,504.433 (meters)                     COMP
 DL3917  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DL3917  VERT ORDER      -  FIRST     CLASS II
 DL3917
 DL3917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3917  Standards:
 DL3917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3917  -------------------------------------------------------------------
 DL3917  NETWORK    0.71   1.71           0.27   0.31   0.87     -0.00164949
 DL3917  -------------------------------------------------------------------
 DL3917  Click here for local accuracies and other accuracy information.
 DL3917
 DL3917.The horizontal coordinates were established by GPS observations
 DL3917.and adjusted by the National Geodetic Survey in June 2012.
 DL3917
 DL3917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3917.been affixed to the stable North American tectonic plate. See 
 DL3917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3917
 DL3917.The horizontal coordinates are valid at the epoch date displayed above
 DL3917.which is a decimal equivalence of Year/Month/Day.
 DL3917
 DL3917.The orthometric height was determined by differential leveling and
 DL3917.adjusted by the NATIONAL GEODETIC SURVEY
 DL3917.in April 2012.
 DL3917
 DL3917.No vertical observational check was made to the station.
 DL3917
 DL3917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3917.GEOID18 height accuracy estimate available here.
 DL3917
 DL3917.Click photographs - Photos may exist for this station.
 DL3917
 DL3917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3917
 DL3917.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3917
 DL3917.The ellipsoidal height was determined by GPS observations
 DL3917.and is referenced to NAD 83.
 DL3917
 DL3917. The following values were computed from the NAD 83(2011) position.
 DL3917
 DL3917;                    North         East     Units Scale Factor Converg.
 DL3917;SPC PRVI     -   257,081.506   354,743.526   MT  0.99999578   +0 27 29.1
 DL3917;UTM  20      - 2,029,312.471   291,899.345   MT  1.00013541   -0 37 12.0
 DL3917
 DL3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3917!SPC PRVI     -   1.00000014  x   0.99999578  =   0.99999592
 DL3917!UTM  20      -   1.00000014  x   1.00013541  =   1.00013555
 DL3917
 DL3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9189929312(NAD 83)
 DL3917
 DL3917|---------------------------------------------------------------------|
 DL3917| PID    Reference Object                     Distance      Geod. Az  |
 DL3917|                                                           dddmmss.s |
 DL3917| DL3918 VITH B                               10.682 METERS 20833     |
 DL3917|---------------------------------------------------------------------|
 DL3917
 DL3917                          SUPERSEDED SURVEY CONTROL
 DL3917
 DL3917  NAD 83(2007)-  18 20 36.49908(N)    064 58 09.47306(W) AD(2002.00) B
 DL3917  ELLIP H (01/22/10)   -0.918  (m)                       GP(2002.00) 5 1
 DL3917
 DL3917.Superseded values are not recommended for survey control.
 DL3917
 DL3917.NGS no longer adjusts projects to the PR datum.
 DL3917.See file dsdata.pdf to determine how the superseded data were derived.
 DL3917
 DL3917_MARKER: DV = VERTICAL CONTROL DISK
 DL3917_SETTING: 80 = SET IN A BOULDER
 DL3917_STAMPING: VITH A 2007
 DL3917_MARK LOGO: NGS
 DL3917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3917+STABILITY: POSITION/ELEVATION WELL
 DL3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3917+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3917
 DL3917  HISTORY     - Date     Condition        Report By
 DL3917  HISTORY     - 20070724 MONUMENTED       NGS
 DL3917
 DL3917                          STATION DESCRIPTION
 DL3917
 DL3917'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3917'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3917'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE ON THE
 DL3917'CAMPUS OF THE UNIVERSITY OF THE VIRGIN ISLANDS.
 DL3917'
 DL3917'STARTING FROM THE UNITED STATES COAST GUARD STATION IN CHARLOTTE
 DL3917'AMALIE, AT THE INTERSECTION OF PORT PLADSON AND HIGHWAY 30, GO 2.5 MI
 DL3917'(4.0 KM) WESTERLY ALONG HIGHWAY 30 TO THE CYRIL E.KING AIRPORT FIRE
 DL3917'STATION ON THE LEFT, AND TAKE THE BACK CAMPUS ROAD RIGHT GOING 0.34 MI
 DL3917'(0.5 KM) TO A ROAD LEFT LEADING TO THE UNIVERSITY OF THE VIRGIN
 DL3917'ISLAND'S BUSINESS AND FINANCE OFFICE, THENCE TURN LEFT AND GO 250 FT
 DL3917'(76.2 M) TO THE PARKING AREA ON THE RIGHT.
 DL3917'
 DL3917'SET IN THE NORTHEAST CORNER OF A 1.5 M (4.9 FT) BY 4.3 M (14.1 FT) BY
 DL3917'1.6 M (5.2 FT) HIGH AREA OF OUTCROPPING BEDROCK, 24.2 M (79.4 FT)
 DL3917'EAST-SOUTHEAST OF A UTILITY POLE, 17.3 M (56.8 FT) EAST-NORTHEAST OF
 DL3917'THE NORTHWEST CORNER OF THE UVI BUSINESS OFFICE BUILDING, 9.8 M (32.2
 DL3917'FT) NORTHWEST OF A UTILITY POLE, 7.6 M (24.9 FT) EAST OF A CACTUS TREE
 DL3917'AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE AND DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 DL3918 ***********************************************************************
 DL3918  DESIGNATION -  VITH B
 DL3918  PID         -  DL3918
 DL3918  STATE/COUNTY-  VQ/ST THOMAS
 DL3918  COUNTRY     -  US
 DL3918  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 DL3918
 DL3918                         *CURRENT SURVEY CONTROL
 DL3918  ______________________________________________________________________
 DL3918* NAD 83(2011) POSITION- 18 20 36.19494(N) 064 58 09.64203(W)   ADJUSTED
 DL3918* NAD 83(2011) ELLIP HT-    -1.794 (meters)        (06/27/12)   ADJUSTED
 DL3918* NAD 83(2011) EPOCH   -  2010.00
 DL3918* VIVD09  ORTHO HEIGHT -    40.435 (meters)      132.66  (feet) ADJUSTED
 DL3918  ______________________________________________________________________
 DL3918  GEOID HEIGHT    -        -42.187 (meters)                     GEOID18
 DL3918  NAD 83(2011) X  -  2,562,335.158 (meters)                     COMP
 DL3918  NAD 83(2011) Y  - -5,487,278.576 (meters)                     COMP
 DL3918  NAD 83(2011) Z  -  1,994,495.243 (meters)                     COMP
 DL3918  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DL3918  VERT ORDER      -  FIRST     CLASS II
 DL3918
 DL3918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3918  Standards:
 DL3918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3918  -------------------------------------------------------------------
 DL3918  NETWORK    0.71   1.71           0.27   0.31   0.87     -0.00337806
 DL3918  -------------------------------------------------------------------
 DL3918  Click here for local accuracies and other accuracy information.
 DL3918
 DL3918.The horizontal coordinates were established by GPS observations
 DL3918.and adjusted by the National Geodetic Survey in June 2012.
 DL3918
 DL3918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3918.been affixed to the stable North American tectonic plate. See 
 DL3918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3918
 DL3918.The horizontal coordinates are valid at the epoch date displayed above
 DL3918.which is a decimal equivalence of Year/Month/Day.
 DL3918
 DL3918.The orthometric height was determined by differential leveling and
 DL3918.adjusted by the NATIONAL GEODETIC SURVEY
 DL3918.in April 2012.
 DL3918
 DL3918.No vertical observational check was made to the station.
 DL3918
 DL3918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3918.GEOID18 height accuracy estimate available here.
 DL3918
 DL3918.Click photographs - Photos may exist for this station.
 DL3918
 DL3918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3918
 DL3918.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3918
 DL3918.The ellipsoidal height was determined by GPS observations
 DL3918.and is referenced to NAD 83.
 DL3918
 DL3918. The following values were computed from the NAD 83(2011) position.
 DL3918
 DL3918;                    North         East     Units Scale Factor Converg.
 DL3918;SPC PRVI     -   257,072.083   354,738.495   MT  0.99999578   +0 27 29.0
 DL3918;UTM  20      - 2,029,303.143   291,894.136   MT  1.00013543   -0 37 12.0
 DL3918
 DL3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3918!SPC PRVI     -   1.00000028  x   0.99999578  =   0.99999606
 DL3918!UTM  20      -   1.00000028  x   1.00013543  =   1.00013571
 DL3918
 DL3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9189429303(NAD 83)
 DL3918
 DL3918|---------------------------------------------------------------------|
 DL3918| PID    Reference Object                     Distance      Geod. Az  |
 DL3918|                                                           dddmmss.s |
 DL3918| DL3917 VITH A                               10.682 METERS 02833     |
 DL3918| DI2151 ST. THOMAS CORS MON                  15.338 METERS 11546     |
 DL3918|---------------------------------------------------------------------|
 DL3918
 DL3918                          SUPERSEDED SURVEY CONTROL
 DL3918
 DL3918  NAD 83(2007)-  18 20 36.19391(N)    064 58 09.64699(W) AD(2002.00) B
 DL3918  ELLIP H (01/22/10)   -1.821  (m)                       GP(2002.00) 5 1
 DL3918
 DL3918.Superseded values are not recommended for survey control.
 DL3918
 DL3918.NGS no longer adjusts projects to the PR datum.
 DL3918.See file dsdata.pdf to determine how the superseded data were derived.
 DL3918
 DL3918_MARKER: DV = VERTICAL CONTROL DISK
 DL3918_SETTING: 80 = SET IN A BOULDER
 DL3918_STAMPING: VITH B 2007
 DL3918_MARK LOGO: NGS
 DL3918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL3918+STABILITY: POSITION/ELEVATION WELL
 DL3918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3918+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DL3918
 DL3918  HISTORY     - Date     Condition        Report By
 DL3918  HISTORY     - 20070724 MONUMENTED       NGS
 DL3918
 DL3918                          STATION DESCRIPTION
 DL3918
 DL3918'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007
 DL3918'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 DL3918'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE ON THE
 DL3918'CAMPUS OF THE UNIVERSITY OF THE VIRGIN ISLANDS.
 DL3918'
 DL3918'STARTING FROM THE UNITED STATES COAST GUARD STATION IN CHARLOTTE
 DL3918'AMALIE, AT THE INTERSECTION OF PORT PLADSON AND HIGHWAY 30, GO 2.5 MI
 DL3918'(4.0 KM) WESTERLY ALONG HIGHWAY 30 TO THE CYRIL E.KING AIRPORT FIRE
 DL3918'STATION ON THE LEFT, AND TAKE THE BACK CAMPUS ROAD RIGHT GOING 0.34 MI
 DL3918'(0.5 KM) TO A ROAD LEFT LEADING TO THE UNIVERSITY OF THE VIRGIN
 DL3918'ISLAND'S BUSINESS AND FINANCE OFFICE, THENCE TURN LEFT AND GO 250 FT
 DL3918'(76.2 M) TO THE PARKING AREA ON THE RIGHT.
 DL3918'
 DL3918'SET IN A 1 FT (0.3 M) BY 2 FT (0.6 M) BY 1.75 FT (0.5 M) HIGH OUTCROP
 DL3918'THAT IS 22.1 M (72.5 FT) SOUTHEAST OF AN UTILITY POLE, 14.6 M (47.9
 DL3918'FT) WEST OF A UTILITY POLE, 9.4 M (30.8 FT) NORTH-NORTHWEST OF THE
 DL3918'NORTHWEST CORNER OF THE UNIVERSITY OF THE VIRGIN ISLAND'S BUSINESS
 DL3918'OFFICE BUILDING, 6.2 M (20.3 FT) SOUTH OF A CACTUS TREE, 0.4 M (1.3
 DL3918'FT) ABOVE THE LEVEL OF THE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0206 ***********************************************************************
 TV0206  DESIGNATION -  WASHINGTON
 TV0206  PID         -  TV0206
 TV0206  STATE/COUNTY-  VQ/ST CROIX
 TV0206  COUNTRY     -  US
 TV0206  USGS QUAD   -  FREDERIKSTED (2013)
 TV0206
 TV0206                         *CURRENT SURVEY CONTROL
 TV0206  ______________________________________________________________________
 TV0206* NAD 83(1997) POSITION- 17 44 55.44988(N) 064 52 36.69476(W)   ADJUSTED
 TV0206* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0206  ______________________________________________________________________
 TV0206  GEOID HEIGHT    -        -42.058 (meters)                     GEOID18
 TV0206  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC18
 TV0206  HORZ ORDER      -  THIRD
 TV0206
 TV0206.The horizontal coordinates were established by classical geodetic methods
 TV0206.and adjusted by the National Geodetic Survey in May 1997.
 TV0206
 TV0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0206
 TV0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0206.GEOID18 height accuracy estimate available here.
 TV0206
 TV0206.Click photographs - Photos may exist for this station.
 TV0206
 TV0206.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0206
 TV0206. The following values were computed from the NAD 83(1997) position.
 TV0206
 TV0206;                    North         East     Units Scale Factor Converg.
 TV0206;SPC PRVI     -   191,338.270   365,073.070   MT  1.00002947   +0 29 13.2
 TV0206;UTM  20      - 1,963,380.873   301,002.053   MT  1.00008963   -0 34 20.4
 TV0206
 TV0206:                Primary Azimuth Mark                     Grid Az
 TV0206:SPC PRVI     -  PROSPERITY CHIMNEY HOT                   195 07 56.4
 TV0206:UTM  20      -  PROSPERITY CHIMNEY HOT                   196 11 30.0
 TV0206
 TV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0100263380(NAD 83)
 TV0206
 TV0206|---------------------------------------------------------------------|
 TV0206| PID    Reference Object                     Distance      Geod. Az  |
 TV0206|                                                           dddmmss.s |
 TV0206| TV0204 NICHOLAS MILL                       APPROX. 0.7 KM 0484755.1 |
 TV0206| TV0198 SPRING GARDEN MILL                  APPROX. 1.8 KM 0613157.6 |
 TV0206| TV0201 MT VICTORY MILL                     APPROX. 1.0 KM 0722602.7 |
 TV0206| TV0195 BODKIN MILL                         APPROX. 4.1 KM 0863736.6 |
 TV0206| TV0158 TWO FRIENDS CHIMNEY                 APPROX. 4.1 KM 1062317.2 |
 TV0206| TV0166 PUNCH MILL                          APPROX. 1.2 KM 1341914.4 |
 TV0206| CE5717 WASHINGTON RM 3                                    14454     |
 TV0206| TV0168 LA GRANGE CHIMNEY                   APPROX. 3.3 KM 1821759.7 |
 TV0206| TV0169 RED CHURCH STEEPLE                  APPROX. 4.0 KM 1843639.0 |
 TV0206| TV0170 PROSPERITY CHIMNEY HOT              APPROX. 2.6 KM 1953709.6 |
 TV0206| TV0172 WRECK                               APPROX. 8.1 KM 1994953.8 |
 TV0206| CE5715 WASHINGTON RM 1                                    20552     |
 TV0206| TV0171 SPRAT HALL MILL                     APPROX. 1.7 KM 2335109.1 |
 TV0206| CE5716 WASHINGTON RM 2                                    24233     |
 TV0206|---------------------------------------------------------------------|
 TV0206
 TV0206                          SUPERSEDED SURVEY CONTROL
 TV0206
 TV0206  NAD 83(1993)-  17 44 55.44806(N)    064 52 36.70391(W) AD(       ) 3
 TV0206  NAD 83(1986)-  17 44 55.43179(N)    064 52 36.68527(W) AD(       ) 3
 TV0206  PR          -  17 45 02.52840(N)    064 52 38.15758(W) AD(       ) 3
 TV0206  LMSL    (07/19/86)  248.4    (m)          815.     (f) VERT ANG       
 TV0206
 TV0206.Superseded values are not recommended for survey control.
 TV0206
 TV0206.NGS no longer adjusts projects to the PR datum.
 TV0206.See file dsdata.pdf to determine how the superseded data were derived.
 TV0206
 TV0206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TV0206_SETTING: 66 = SET IN ROCK OUTCROP
 TV0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0206+STABILITY: POSITION/ELEVATION WELL
 TV0206
 TV0206  HISTORY     - Date     Condition        Report By
 TV0206  HISTORY     - 1919     MONUMENTED       CGS
 TV0206  HISTORY     - 1977     GOOD             NGS
 TV0206  HISTORY     - 1980     GOOD             NOS
 TV0206  HISTORY     - 1982     GOOD             NOS
 TV0206  HISTORY     - 19950427 GOOD             USPSQD
 TV0206
 TV0206                          STATION DESCRIPTION
 TV0206
 TV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0206'ON HIGHEST PART OF MT. WASHINGTON, WHICH IS THE HIGH GRASS-COVERED
 TV0206'HILL RISING E OF BUTLERS BAY, ON W SHORE OF ST. CROIX, S SIDE OF
 TV0206'HILL IS VERY STEEP, SLOPING DOWN TO THE CREQUE ROAD.  MARKED BY
 TV0206'A STANDARD BRASS DISK CEMENTED IN A DEPRESSION OF OUTCROPPING
 TV0206'ROCK.
 TV0206'
 TV0206'REFERENCE MARK NO.1 IS A STANDARD BRASS REFERENCE DISK CEMENTED
 TV0206'IN A DEPRESSION OF LEDGE OUTCROPPING 1 BY 5 METERS ON SOUTHERN EDGE
 TV0206'OF HILLTOP.
 TV0206'
 TV0206'REFERENCE MARK NO.2 IS A SIMILAR MARK CEMENTED IN CRACK IN
 TV0206'OUTCROPPING ROCK ON WESTERN EDGE OF HILLTOP.
 TV0206'
 TV0206'REFERENCE MARK NO.3 IS A DRILL HOLE IN A DEPRESSION OF THE
 TV0206'OUTCROPPING LEDGE FORMING THE SE BREAK OF THE HILLTOP.
 TV0206'
 TV0206'TOP OF POLE - 4.24 METERS.
 TV0206
 TV0206                          STATION RECOVERY (1977)
 TV0206
 TV0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0206'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 TV0206'CONDITION.  REFERENCE MARKS 2 AND 3 HAD BEEN DESTROYED.  REFERENCE
 TV0206'MARK 4 WAS SET AT THIS TIME.  THE STATION MARK WAS USED AS THE
 TV0206'ANTENNA SITE FOR GEOCEIVER STATION 51195.
 TV0206'
 TV0206'A NEW DESCRIPTION FOLLOWS.
 TV0206'
 TV0206'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF FREDERIKSTED, ABOUT
 TV0206'1 MILE EAST OF BUTLER BAY AND ON THE HIGHEST PART OF MT. WASHINGTON.
 TV0206'IT IS ON PROPERTY OWNED BY MR. EMILE TRANBERG, WHO LIVES ABOUT 0.25
 TV0206'MILE EAST OF THE STATION.
 TV0206'
 TV0206'TO REACH THE STATION FROM THE SPRAT HALL HOTEL, WHICH IS 2 MILES
 TV0206'NORTH OF FREDERIKSTED, GO NORTHEAST ON MAIN PAVED ROAD FOR 0.65 MILE
 TV0206'TO A SIDE ROAD AND TOW STONE PILLARS ON THE RIGHT.  TURN RIGHT AND
 TV0206'GO SOUTHEAST ON GRAVELLED ROAD FOR 0.25 MILE TO A FORK.  TAKE LEFT
 TV0206'FORK AND GO NORTHEASTERLY AND UPHILL FOR 0.2 MILE TO A FORK, KEEP
 TV0206'LEFT FORK AND GO UPHILL ON GRAVELLED ROAD FOR 0.8 MILE TO A FORK.
 TV0206'TAKE RIGHT FORK AND GO EASTERLY ON BLADED ROAD FOR 0.1 MILE TO A
 TV0206'FORK, KEEP SHARP RIGHT FORK AND GO WESTERLY FOR 0.1 MILE TO A
 TV0206'FENCELINE AND NEAR SUMMIT OF THE HILL.  FROM HERE PACK ACROSS
 TV0206'FENCELINE, SOUTHERLY FOR 150 FEET TO HIGHEST POINT OF THE HILL AND
 TV0206'STATION.
 TV0206'
 TV0206'THE STATION MARK IS A STANDARD DISK, NOT STAMPED, CEMENTED IN A
 TV0206'DEPRESSION IN OUTCROPPING ROCK WHICH PROJECTS ABOUT 1 FOOT.  IT IS
 TV0206'ABOUT 160 FEET SOUTH OF THE CENTER OF A BLADED ROAD AND ABOUT 60
 TV0206'FEET SOUTH OF AN EAST/WEST FENCELINE.
 TV0206'
 TV0206'REFERENCE MARK 1 IS A STANDARD DISK, NOT STAMPED, CEMENTED IN A
 TV0206'DEPRESSION IN OUTCROPPING ROCK LEDGE ON THE SOUTHWEST BREAK OF THE
 TV0206'HILL.  IT IS 175 FEET SOUTHWEST OF THE FENCELINE.
 TV0206'
 TV0206'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WASHINGTON 1919 NO 4
 TV0206'1977, CEMENTED IN A DEPRESSION IN ROCK OUTCROP ON THE EAST BREAK OF
 TV0206'THE HILL.  IT IS 102 FEET SOUTH OF THE FENCELINE AND 25 FEET EAST
 TV0206'OF A DIM TRACK ROAD.  ABOUT 1.5 FEET LOWER THAN THE STATION.
 TV0206'
 TV0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 TV0206'NORTH OF FREDERIKSTED.
 TV0206
 TV0206                          STATION RECOVERY (1980)
 TV0206
 TV0206'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (THH)
 TV0206'THE STATION WAS RECOVERED IN GOOD CONDITION DUE TO CHANGES
 TV0206'IN THE AREA, A NEW TO REACH FOLLOWS.
 TV0206'
 TV0206'TO REACH FROM THE MUNICIPAL PIER IN FREDERIKSTED,
 TV0206'GO EAST FOR 1 BLOCK TO A CROSSROAD, TURN LEFT AND GO NORTH ON
 TV0206'MAIN ROAD FOR 3.5 KM (2.2 MI) TO A SIDE ROAD RIGHT JUST BEFORE
 TV0206'REACHING A SHARP S CURVE WITH CONCRETE RETAINING WALL. TURN
 TV0206'RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.4 KM (0.85 MI) TO A
 TV0206'SIDE ROAD RIGHT CONTINUE STRAIGHT AHEAD EAST FOR 0.3 KM (0.8 MI)
 TV0206'TO A REVERSE FORK RIGHT, LEADING TO A HOUSE (PROPERTY
 TV0206'OWNERS HOUSE, HE SHOULD BE CONTACTED BEFORE GOING ON TO
 TV0206'STATION), CONTINUE AHEAD, EAST THEN NORTH THEN WEST AND BACK
 TV0206'EAST (GOING AROUND END OF A VALLEY) FOR 0.6KM (0.4 MI)
 TV0206'TO TOP OF HILL AND STATION IN OPEN GRASSY AREA ON RIGHT.
 TV0206'THIS STATION HAS GROUND TO GROUND VISIBILITY FROM FREDERIKSTED
 TV0206'SOUTH COVERING ALL OF SOUTHWEST CAPE.
 TV0206
 TV0206                          STATION RECOVERY (1982)
 TV0206
 TV0206'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 TV0206'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1980.
 TV0206
 TV0206                          STATION RECOVERY (1995)
 TV0206
 TV0206'RECOVERY NOTE BY US POWER SQUADRON 1995
 TV0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5050 ***********************************************************************
 TZ5050  DESIGNATION -  WATER ISLAND BOX TOWER
 TZ5050  PID         -  TZ5050
 TZ5050  STATE/COUNTY-  VQ/ST THOMAS
 TZ5050  COUNTRY     -  US
 TZ5050  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5050
 TZ5050                         *CURRENT SURVEY CONTROL
 TZ5050  ______________________________________________________________________
 TZ5050* NAD 83(1997) POSITION- 18 19 11.16593(N) 064 57 11.99531(W)   ADJUSTED
 TZ5050* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5050  ______________________________________________________________________
 TZ5050  GEOID HEIGHT    -        -42.214 (meters)                     GEOID18
 TZ5050  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 TZ5050  HORZ ORDER      -  THIRD
 TZ5050
 TZ5050.The horizontal coordinates were established by classical geodetic methods
 TZ5050.and adjusted by the National Geodetic Survey in May 1997.
 TZ5050
 TZ5050.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5050
 TZ5050.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5050.GEOID18 height accuracy estimate available here.
 TZ5050
 TZ5050.Click photographs - Photos may exist for this station.
 TZ5050
 TZ5050.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5050
 TZ5050. The following values were computed from the NAD 83(1997) position.
 TZ5050
 TZ5050;                    North         East     Units Scale Factor Converg.
 TZ5050;SPC PRVI     -   254,471.516   356,452.103   MT  0.99999507   +0 27 47.1
 TZ5050;UTM  20      - 2,026,670.451   293,558.757   MT  1.00012690   -0 36 51.1
 TZ5050
 TZ5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9355826670(NAD 83)
 TZ5050
 TZ5050                          SUPERSEDED SURVEY CONTROL
 TZ5050
 TZ5050  NAD 83(1993)-  18 19 11.16409(N)    064 57 12.00529(W) AD(       ) 3
 TZ5050  LMSL    (07/06/94)   87.7    (m)          288.     (f) VERT ANG       
 TZ5050
 TZ5050.Superseded values are not recommended for survey control.
 TZ5050
 TZ5050.NGS no longer adjusts projects to the PR datum.
 TZ5050.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5050
 TZ5050_MARKER: 55 = TOWER
 TZ5050
 TZ5050  HISTORY     - Date     Condition        Report By
 TZ5050  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5050
 TZ5050                          STATION DESCRIPTION
 TZ5050
 TZ5050'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5050'THE STATION IS LOCATED AT ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5050'NEAR THE SOUTH CENTRAL PART OF THE ISLAND ON WATER ISLAND NEAR THE
 TZ5050'CENTER OF WATER ISLAND.  THE OBJECT IS A TAN COLORED ENCLOSED TOWER
 TZ5050'SEVERAL STORIES IN HEIGHT ABOVE THE TREE LINE.  THE POINT INTERSECTED
 TZ5050'IS THE CENTER OF THE STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0194 ***********************************************************************
 TV0194  DESIGNATION -  WELLS
 TV0194  PID         -  TV0194
 TV0194  STATE/COUNTY-  VQ/ST CROIX
 TV0194  COUNTRY     -  US
 TV0194  USGS QUAD   -  BARON BLUFF (2013)
 TV0194
 TV0194                         *CURRENT SURVEY CONTROL
 TV0194  ______________________________________________________________________
 TV0194* NAD 83(1997) POSITION- 17 45 43.96914(N) 064 50 03.41715(W)   ADJUSTED
 TV0194  ______________________________________________________________________
 TV0194  GEOID HEIGHT    -        -42.008 (meters)                     GEOID18
 TV0194  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 TV0194  HORZ ORDER      -  THIRD
 TV0194
 TV0194.The horizontal coordinates were established by classical geodetic methods
 TV0194.and adjusted by the National Geodetic Survey in May 1997.
 TV0194
 TV0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0194.GEOID18 height accuracy estimate available here.
 TV0194
 TV0194.Click photographs - Photos may exist for this station.
 TV0194
 TV0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0194
 TV0194. The following values were computed from the NAD 83(1997) position.
 TV0194
 TV0194;                    North         East     Units Scale Factor Converg.
 TV0194;SPC PRVI     -   192,868.827   369,575.481   MT  1.00002752   +0 30 01.2
 TV0194;UTM  20      - 1,964,827.972   305,532.227   MT  1.00006759   -0 33 35.1
 TV0194
 TV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0553264827(NAD 83)
 TV0194
 TV0194                          SUPERSEDED SURVEY CONTROL
 TV0194
 TV0194  NAD 83(1993)-  17 45 43.96754(N)    064 50 03.42688(W) AD(       ) 3
 TV0194  NAD 83(1986)-  17 45 43.95261(N)    064 50 03.40794(W) AD(       ) 3
 TV0194  PR          -  17 45 51.05093(N)    064 50 04.88034(W) AD(       ) 3
 TV0194
 TV0194.Superseded values are not recommended for survey control.
 TV0194
 TV0194.NGS no longer adjusts projects to the PR datum.
 TV0194.See file dsdata.pdf to determine how the superseded data were derived.
 TV0194
 TV0194
 TV0194  HISTORY     - Date     Condition        Report By
 TV0194  HISTORY     - 1918     MONUMENTED       CGS
 TV0194  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0194
 TV0194                          STATION DESCRIPTION
 TV0194
 TV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0194'USED FOR HYDROGRAPHIC PURPOSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0506 ***********************************************************************
 TV0506  DESIGNATION -  WEST 1918
 TV0506  PID         -  TV0506
 TV0506  STATE/COUNTY-  VQ/ST THOMAS
 TV0506  COUNTRY     -  US
 TV0506  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV0506
 TV0506                         *CURRENT SURVEY CONTROL
 TV0506  ______________________________________________________________________
 TV0506* NAD 83(1997) POSITION- 18 21 38.74961(N) 064 52 33.92977(W)   ADJUSTED
 TV0506* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0506  ______________________________________________________________________
 TV0506  GEOID HEIGHT    -        -42.216 (meters)                     GEOID18
 TV0506  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 TV0506  HORZ ORDER      -  THIRD
 TV0506
 TV0506.The horizontal coordinates were established by classical geodetic methods
 TV0506.and adjusted by the National Geodetic Survey in May 1997.
 TV0506
 TV0506.The orthometric height was scaled from a topographic map.
 TV0506
 TV0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0506.GEOID18 height accuracy estimate available here.
 TV0506
 TV0506.Click photographs - Photos may exist for this station.
 TV0506
 TV0506.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0506
 TV0506. The following values were computed from the NAD 83(1997) position.
 TV0506
 TV0506;                    North         East     Units Scale Factor Converg.
 TV0506;SPC PRVI     -   259,076.602   364,578.471   MT  0.99999640   +0 29 14.1
 TV0506;UTM  20      - 2,031,122.350   301,771.220   MT  1.00008581   -0 35 28.2
 TV0506
 TV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF0177131122(NAD 83)
 TV0506
 TV0506                          SUPERSEDED SURVEY CONTROL
 TV0506
 TV0506  NAD 83(1993)-  18 21 38.75166(N)    064 52 33.93541(W) AD(       ) 3
 TV0506  NAD 83(1986)-  18 21 38.71891(N)    064 52 33.89702(W) AD(       ) 3
 TV0506  PR          -  18 21 45.88419(N)    064 52 35.38765(W) AD(       ) 3
 TV0506
 TV0506.Superseded values are not recommended for survey control.
 TV0506
 TV0506.NGS no longer adjusts projects to the PR datum.
 TV0506.See file dsdata.pdf to determine how the superseded data were derived.
 TV0506
 TV0506_MARKER: Z = SEE DESCRIPTION
 TV0506_SETTING: 0 = UNSPECIFIED SETTING
 TV0506
 TV0506  HISTORY     - Date     Condition        Report By
 TV0506  HISTORY     - 1918     MONUMENTED       CGS
 TV0506  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TV0506
 TV0506                          STATION DESCRIPTION
 TV0506
 TV0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0506'THIS INTERSECTION STATION, IS ON THE WESTERN END OF THATCH
 TV0506'CAY.  IT IS ABOUT 15 METERS FROM THE OUTER END OF THE ROCKY POINT
 TV0506'AND ABOUT ON THE CENTER LINE OF THE LEDGE.  THIS PART OF THE
 TV0506'POINT IS SEPARATED FROM THE REST OF THE POINT BY A NARROW CHASM,
 TV0506'THUS MAKING THE STATION ON A DETACHED ROCK.
 TV0506'
 TV0506'MARKED BY A STANDARD BRASS TRIANGULATION DISK CEMENTED INTO
 TV0506'A DEPRESSION OF THE ROCK.
 TV0506'
 TV0506'PETER IS 7,283.8 METERS DISTANT FROM THE STATION, IN AZIMUTH
 TV0506'84 DEG 23 MIN 30 SEC, AND LOLLIK IS 5,281.0 METERS DISTANT FROM
 TV0506'THE STATION, IN AZIMUTH 141 DEG 41 MIN 57 SEC.
 TV0506
 TV0506                          STATION RECOVERY (1975)
 TV0506
 TV0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0506'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0506'ADEQUATE FOR FUTURE RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5051 ***********************************************************************
 TZ5051  DESIGNATION -  WEST GREGERIE CHANNEL LIGHT 6
 TZ5051  PID         -  TZ5051
 TZ5051  STATE/COUNTY-  VQ/ST THOMAS
 TZ5051  COUNTRY     -  US
 TZ5051  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5051
 TZ5051                         *CURRENT SURVEY CONTROL
 TZ5051  ______________________________________________________________________
 TZ5051* NAD 83(1997) POSITION- 18 19 51.74394(N) 064 56 52.10900(W)   ADJUSTED
 TZ5051* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5051  ______________________________________________________________________
 TZ5051  GEOID HEIGHT    -        -42.205 (meters)                     GEOID18
 TZ5051  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 TZ5051  HORZ ORDER      -  THIRD
 TZ5051
 TZ5051.The horizontal coordinates were established by classical geodetic methods
 TZ5051.and adjusted by the National Geodetic Survey in May 1997.
 TZ5051
 TZ5051.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5051
 TZ5051.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5051.GEOID18 height accuracy estimate available here.
 TZ5051
 TZ5051.Click photographs - Photos may exist for this station.
 TZ5051
 TZ5051.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5051
 TZ5051. The following values were computed from the NAD 83(1997) position.
 TZ5051
 TZ5051;                    North         East     Units Scale Factor Converg.
 TZ5051;SPC PRVI     -   255,723.793   357,025.913   MT  0.99999539   +0 27 53.3
 TZ5051;UTM  20      - 2,027,911.877   294,156.091   MT  1.00012386   -0 36 46.1
 TZ5051
 TZ5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9415627911(NAD 83)
 TZ5051
 TZ5051                          SUPERSEDED SURVEY CONTROL
 TZ5051
 TZ5051  NAD 83(1993)-  18 19 51.74227(N)    064 56 52.11904(W) AD(       ) 3
 TZ5051  LMSL    (07/06/94)    6.0    (m)           20.     (f) VERT ANG       
 TZ5051
 TZ5051.Superseded values are not recommended for survey control.
 TZ5051
 TZ5051.NGS no longer adjusts projects to the PR datum.
 TZ5051.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5051
 TZ5051_MARKER: 14 = NAVIGATION LIGHT
 TZ5051
 TZ5051  HISTORY     - Date     Condition        Report By
 TZ5051  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5051
 TZ5051                          STATION DESCRIPTION
 TZ5051
 TZ5051'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5051'THE STATION IS LOCATED AT ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5051'NEAR THE SOUTH CENTRAL PORTION OF THE ISLAND ABOUT 0.5 MI (0.8 KM)
 TZ5051'SOUTHWEST OF CHARLOTTE AMALIE NEAR THE SOUTHERN POINT OF CONFLUENCE OF
 TZ5051'EAST AND WEST GREGERIE CHANNELS JUST OFFSHORE AND NORTH-NORTHWEST OF
 TZ5051'SANDY POINT OF WATER ISLAND.  THE OBJECT IS A NAVIGATIONAL LIGHT
 TZ5051'MOUNTED ON A THREE PILE DOLPHIN WITH A TRIANGULAR RED DAYBOARD
 TZ5051'BEARING THE NUMBER 6.  THE POINT INTERSECTED WAS THE CENTER OF THE
 TZ5051'LIGHT.  THIS IS LIGHT NUMBER 27515 IN THE 1993 EDITION OF THE
 TZ5051'U.S.C.G. LIGHT LIST VOLUME III.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5052 ***********************************************************************
 TZ5052  DESIGNATION -  WEST INDIAN COMPANY PIER LIGHT
 TZ5052  PID         -  TZ5052
 TZ5052  STATE/COUNTY-  VQ/ST THOMAS
 TZ5052  COUNTRY     -  US
 TZ5052  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5052
 TZ5052                         *CURRENT SURVEY CONTROL
 TZ5052  ______________________________________________________________________
 TZ5052* NAD 83(1997) POSITION- 18 19 49.80880(N) 064 55 34.15096(W)   ADJUSTED
 TZ5052* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5052  ______________________________________________________________________
 TZ5052  GEOID HEIGHT    -        -42.194 (meters)                     GEOID18
 TZ5052  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 TZ5052  HORZ ORDER      -  THIRD
 TZ5052
 TZ5052.The horizontal coordinates were established by classical geodetic methods
 TZ5052.and adjusted by the National Geodetic Survey in May 1997.
 TZ5052
 TZ5052.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5052
 TZ5052.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5052.GEOID18 height accuracy estimate available here.
 TZ5052
 TZ5052.Click photographs - Photos may exist for this station.
 TZ5052
 TZ5052.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5052
 TZ5052. The following values were computed from the NAD 83(1997) position.
 TZ5052
 TZ5052;                    North         East     Units Scale Factor Converg.
 TZ5052;SPC PRVI     -   255,683.003   359,315.372   MT  0.99999537   +0 28 17.7
 TZ5052;UTM  20      - 2,027,828.028   296,444.659   MT  1.00011227   -0 36 21.5
 TZ5052
 TZ5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9644427828(NAD 83)
 TZ5052
 TZ5052                          SUPERSEDED SURVEY CONTROL
 TZ5052
 TZ5052  NAD 83(1993)-  18 19 49.80713(N)    064 55 34.16089(W) AD(       ) 3
 TZ5052  LMSL    (07/06/94)    4.8    (m)           16.     (f) VERT ANG       
 TZ5052
 TZ5052.Superseded values are not recommended for survey control.
 TZ5052
 TZ5052.NGS no longer adjusts projects to the PR datum.
 TZ5052.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5052
 TZ5052_MARKER: 14 = NAVIGATION LIGHT
 TZ5052
 TZ5052  HISTORY     - Date     Condition        Report By
 TZ5052  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5052
 TZ5052                          STATION DESCRIPTION
 TZ5052
 TZ5052'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5052'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5052'IN THE SOUTH CENTRAL PART OF THE ISLAND ON THE SOUTHEAST SIDE OF
 TZ5052'CHARLOTTE AMALIE AT HAVENSIGHT POINT AT THE NORTHWEST CORNER OF A
 TZ5052'PIER EXTENSION OF THE WEST INDIAN COMPANY DOCK WHICH IS USED BY
 TZ5052'CRUISE SHIPS.  THE OBJECT IS A RED NAVIGATIONAL LIGHT MOUNTED ON A 10
 TZ5052'CM DIAMETER STEEL LIGHT STANDARD WHICH IS LAG BOLTED TO THE CONCRETE
 TZ5052'SURFACE OF THE PIER.  THE POINT INTERSECTED WAS THE CENTER OF THE
 TZ5052'LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV1549 ***********************************************************************
 TV1549  DESIGNATION -  WESTON
 TV1549  PID         -  TV1549
 TV1549  STATE/COUNTY-  VQ/ST THOMAS
 TV1549  COUNTRY     -  US
 TV1549  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TV1549
 TV1549                         *CURRENT SURVEY CONTROL
 TV1549  ______________________________________________________________________
 TV1549* NAD 83(2011) POSITION- 18 20 22.82635(N) 064 55 52.97813(W)   ADJUSTED
 TV1549* NAD 83(2011) ELLIP HT-   -41.373 (meters)        (06/27/12)   ADJUSTED
 TV1549* NAD 83(2011) EPOCH   -  2010.00
 TV1549* VIVD09  ORTHO HEIGHT -     0.830 (meters)        2.72  (feet) ADJUSTED
 TV1549  ______________________________________________________________________
 TV1549  GEOID HEIGHT    -        -42.192 (meters)                     GEOID18
 TV1549  NAD 83(2011) X  -  2,566,009.160 (meters)                     COMP
 TV1549  NAD 83(2011) Y  - -5,485,662.785 (meters)                     COMP
 TV1549  NAD 83(2011) Z  -  1,994,092.644 (meters)                     COMP
 TV1549  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 TV1549  VERT ORDER      -  FIRST     CLASS II
 TV1549
 TV1549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TV1549  Standards:
 TV1549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TV1549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TV1549  -------------------------------------------------------------------
 TV1549  NETWORK    3.07   7.51           1.10   1.38   3.83      0.00169569
 TV1549  -------------------------------------------------------------------
 TV1549  Click here for local accuracies and other accuracy information.
 TV1549
 TV1549.The horizontal coordinates were established by GPS observations
 TV1549.and adjusted by the National Geodetic Survey in June 2012.
 TV1549
 TV1549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TV1549.been affixed to the stable North American tectonic plate. See 
 TV1549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TV1549
 TV1549.The horizontal coordinates are valid at the epoch date displayed above
 TV1549.which is a decimal equivalence of Year/Month/Day.
 TV1549
 TV1549.The orthometric height was determined by differential leveling and
 TV1549.adjusted by the NATIONAL GEODETIC SURVEY
 TV1549.in April 2012.
 TV1549
 TV1549.No vertical observational check was made to the station.
 TV1549
 TV1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV1549.GEOID18 height accuracy estimate available here.
 TV1549
 TV1549.Click photographs - Photos may exist for this station.
 TV1549
 TV1549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TV1549
 TV1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV1549
 TV1549.The ellipsoidal height was determined by GPS observations
 TV1549.and is referenced to NAD 83.
 TV1549
 TV1549. The following values were computed from the NAD 83(2011) position.
 TV1549
 TV1549;                    North         East     Units Scale Factor Converg.
 TV1549;SPC PRVI     -   256,693.567   358,754.249   MT  0.99999566   +0 28 11.8
 TV1549;UTM  20      - 2,028,849.088   295,902.578   MT  1.00011500   -0 36 28.5
 TV1549
 TV1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TV1549!SPC PRVI     -   1.00000650  x   0.99999566  =   1.00000216
 TV1549!UTM  20      -   1.00000650  x   1.00011500  =   1.00012151
 TV1549
 TV1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9590228849(NAD 83)
 TV1549
 TV1549                          SUPERSEDED SURVEY CONTROL
 TV1549
 TV1549  NAD 83(2007)-  18 20 22.82532(N)    064 55 52.98314(W) AD(2002.00) 0
 TV1549  ELLIP H (02/10/07)  -41.384  (m)                       GP(2002.00)    
 TV1549  NAD 83(1997)-  18 20 22.82417(N)    064 55 52.98897(W) AD(       ) 2
 TV1549  ELLIP H (05/22/97)  -41.420  (m)                       GP(       ) 4 1
 TV1549  NAD 83(1993)-  18 20 22.82242(N)    064 55 52.99886(W) AD(       ) 2
 TV1549  ELLIP H (07/06/94)  -41.273  (m)                       GP(       ) 4 1
 TV1549  LMSL    (07/06/94)    1.0    (m)  GEOID93  model used  GPS OBS        
 TV1549
 TV1549.Superseded values are not recommended for survey control.
 TV1549
 TV1549.NGS no longer adjusts projects to the PR datum.
 TV1549.See file dsdata.pdf to determine how the superseded data were derived.
 TV1549
 TV1549_MARKER: DD = SURVEY DISK
 TV1549_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TV1549_SP_SET: WHARF
 TV1549_STAMPING: WESTON 1993
 TV1549_MARK LOGO: NOS
 TV1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 TV1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TV1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TV1549+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 TV1549
 TV1549  HISTORY     - Date     Condition        Report By
 TV1549  HISTORY     - 1993     MONUMENTED       NOS
 TV1549  HISTORY     - 20070809 GOOD             NGS
 TV1549
 TV1549                          STATION DESCRIPTION
 TV1549
 TV1549'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TV1549'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TV1549'ON THE SOUTH CENTRAL PORTION OF THE ISLAND ALONG THE SHORE IN THE
 TV1549'CITY OF CHARLOTTE AMALIE AT THE WESTERN END OF THE HISTORICAL KINGS
 TV1549'WHARF WHICH IS CURRENTLY BEING USED AS A DOCK BY THE U.S. COAST
 TV1549'GUARD.  THE STATION MAY BE REACHED FROM THE ST THOMAS AIRPORT BY
 TV1549'TRAVELLING EAST AND NORTHEAST ON THE AIRPORT ACCESS ROAD FROM THE
 TV1549'TERMINAL BUILDING FOR 0.5 MI (0.8 KM) TO THE T INTERSECTION AT THE
 TV1549'MORAVIAN HIGHWAY (HIGHWAY 30), TURN RIGHT ON THE MORAVIAN HIGHWAY AND
 TV1549'PROCEED EAST FOR 2.0 MI (3.2 KM) (MORAVIAN HIGHWAY BECOMES VETERANS
 TV1549'DRIVE AT THE CHARLOTTE AMALIE CITY LIMITS) TO THE COAST GUARD STATION
 TV1549'ON THE RIGHT JUST BEFORE FORT CHRISTIAN, TURN RIGHT AND PROCEED SOUTH
 TV1549'FOR 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH THE GATE AND TURN RIGHT
 TV1549'ONTO THE PIER AND PROCEED TO THE END OF THE CONCRETE SECTION OF THE
 TV1549'PIER AND THE STATION.  THE STATION MARK IS AN NOS BRONZE DISK
 TV1549'CEMENTED INTO A DRILL HOLE IN THE CONCRETE SURFACE OF THE PIER, IT
 TV1549'IS, 23.3 FT (7.1 M) WEST-SOUTHWEST OF THE CENTER OF A 10 CM DIAMETER
 TV1549'IRON PIER LIGHT STANDARD, 13.43 FT (4.09 M) SOUTH OF THE NORTH EDGE
 TV1549'OF THE PIER, 12.27 FT (3.74 M) NORTH OF THE SOUTH EDGE OF THE PIER
 TV1549'AND 2.78 FT (0.85 M) EAST OF THE WEST EDGE OF THE PIER.
 TV1549
 TV1549                          STATION RECOVERY (2007)
 TV1549
 TV1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (WEL)
 TV1549'UNITED STATES VIRGIN ISLANDS, ISLAND AND COUNTY OF SAINT THOMAS, SOUTH
 TV1549'CENTRAL SAINT THOMAS IN THE PORT CITY OF CHARLOTTE AMALIE.
 TV1549'
 TV1549'TO REACH THE TIDAL BENCH MARK FROM THE CYRIL E KING (AKA HARRY S
 TV1549'TRUMAN) AIRPORT IN CHARLOTTE AMALIE, TAKE AIRPORT ROAD EASTERLY TO
 TV1549'HIGHWAY 30, TURN RIGHT AND PROCEED ON HIGHWAY 30 EASTERLY
 TV1549'APPROXIMATELY 2.5 MI (4.0 KM) TO THE INTERSECTION OF HIGHWAY 30 AND
 TV1549'PORT PLADSON, AT THE ENTRANCE OF THE UNITED STATES COAST GUARD DOCK AT
 TV1549'KINGS WHARF GO TO THE THE END OF THE EAST-WEST PIER ON THE SOUTHWEST
 TV1549'SIDE OF THE FACILITY,
 TV1549'
 TV1549'290 FT (88.4 M) WEST OF THE ENTRANCE GATE, 2.53 M (8.3 FT) NORTH OF
 TV1549'STATION 975 1639 NO 1 TIDAL, 4.1 M (3.3 FT) SOUTH OF THE NORTH EDGE OF
 TV1549'THE PIER, 3.7 M (12.1 FT) NORTH OF THE SOUTH EDGE OF THE PIER, 0.85 M
 TV1549'(2.8 FT) EAST OF THE END OF THE PIER.
 TV1549'
 TV1549'NO PUBLIC ACCESS.  THE DOCK IS FENCED OFF. ACCESS MUST BE OBTAINED
 TV1549'FROM THE UNITED STATES COAST GUARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0470 ***********************************************************************
 TV0470  DESIGNATION -  WHISTLE
 TV0470  PID         -  TV0470
 TV0470  STATE/COUNTY-  VQ/ST JOHN
 TV0470  COUNTRY     -  US
 TV0470  USGS QUAD   -  CRUZ BAY (2013)
 TV0470
 TV0470                         *CURRENT SURVEY CONTROL
 TV0470  ______________________________________________________________________
 TV0470* NAD 83(1997) POSITION- 18 22 10.43371(N) 064 45 37.68973(W)   ADJUSTED
 TV0470* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0470  ______________________________________________________________________
 TV0470  GEOID HEIGHT    -        -42.243 (meters)                     GEOID18
 TV0470  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 TV0470  HORZ ORDER      -  THIRD
 TV0470
 TV0470.The horizontal coordinates were established by classical geodetic methods
 TV0470.and adjusted by the National Geodetic Survey in May 1997.
 TV0470
 TV0470.The orthometric height was scaled from a topographic map.
 TV0470
 TV0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0470.GEOID18 height accuracy estimate available here.
 TV0470
 TV0470.Click photographs - Photos may exist for this station.
 TV0470
 TV0470.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0470
 TV0470. The following values were computed from the NAD 83(1997) position.
 TV0470
 TV0470;                    North         East     Units Scale Factor Converg.
 TV0470;SPC PRVI     -   260,158.482   376,788.881   MT  0.99999675   +0 31 24.3
 TV0470;UTM  20      - 2,031,974.283   314,000.561   MT  1.00002771   -0 33 17.9
 TV0470
 TV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLF1400031974(NAD 83)
 TV0470
 TV0470                          SUPERSEDED SURVEY CONTROL
 TV0470
 TV0470  NAD 83(1993)-  18 22 10.43599(N)    064 45 37.69132(W) AD(       ) 3
 TV0470  NAD 83(1986)-  18 22 10.40067(N)    064 45 37.65544(W) AD(       ) 3
 TV0470  PR          -  18 22 17.56854(N)    064 45 39.16091(W) AD(       ) 3
 TV0470
 TV0470.Superseded values are not recommended for survey control.
 TV0470
 TV0470.NGS no longer adjusts projects to the PR datum.
 TV0470.See file dsdata.pdf to determine how the superseded data were derived.
 TV0470
 TV0470_MARKER: DS = TRIANGULATION STATION DISK
 TV0470_SETTING: 66 = SET IN ROCK OUTCROP
 TV0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TV0470+STABILITY: POSITION/ELEVATION WELL
 TV0470
 TV0470  HISTORY     - Date     Condition        Report By
 TV0470  HISTORY     - 1918     MONUMENTED       CGS
 TV0470  HISTORY     - 1975     GOOD             NGS
 TV0470  HISTORY     - 20220722 MARK NOT FOUND   USPSQD
 TV0470
 TV0470                          STATION DESCRIPTION
 TV0470
 TV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (OWS)
 TV0470'STATION IS ON THE WESTERN END OF WHISTLING CAY N SIDE OF
 TV0470'ST. JOHN.  THE STATION IS NOT FAR ABOVE THE WATERLINE.  IT IS
 TV0470'ON THE FIRST POINT SE OF THE SHARP EXTREME WESTERN TIP OF THE CAY.
 TV0470'
 TV0470'STATION IS MARKED BY A STANDARD BRASS TRIANGULATION STATION
 TV0470'MARK CEMENTED IN THE ROCK.
 TV0470
 TV0470                          STATION RECOVERY (1975)
 TV0470
 TV0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 TV0470'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 TV0470'ADEQUATE FOR FUTURE RECOVERY.
 TV0470
 TV0470                          STATION RECOVERY (2022)
 TV0470
 TV0470'RECOVERY NOTE BY US POWER SQUADRON 2022 (SEB)
 TV0470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0185 ***********************************************************************
 TV0185  DESIGNATION -  WINDSOR
 TV0185  PID         -  TV0185
 TV0185  STATE/COUNTY-  VQ/ST CROIX
 TV0185  COUNTRY     -  US
 TV0185  USGS QUAD   -  BARON BLUFF (2013)
 TV0185
 TV0185                         *CURRENT SURVEY CONTROL
 TV0185  ______________________________________________________________________
 TV0185* NAD 83(1997) POSITION- 17 46 12.71588(N) 064 46 35.46387(W)   ADJUSTED
 TV0185* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TV0185  ______________________________________________________________________
 TV0185  GEOID HEIGHT    -        -41.819 (meters)                     GEOID18
 TV0185  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 TV0185  HORZ ORDER      -  THIRD
 TV0185
 TV0185.The horizontal coordinates were established by classical geodetic methods
 TV0185.and adjusted by the National Geodetic Survey in May 1997.
 TV0185
 TV0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 TV0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TV0185
 TV0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0185.GEOID18 height accuracy estimate available here.
 TV0185
 TV0185.Click photographs - Photos may exist for this station.
 TV0185
 TV0185.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0185
 TV0185. The following values were computed from the NAD 83(1997) position.
 TV0185
 TV0185;                    North         East     Units Scale Factor Converg.
 TV0185;SPC PRVI     -   193,807.058   375,693.138   MT  1.00002639   +0 31 06.2
 TV0185;UTM  20      - 1,965,652.846   311,666.360   MT  1.00003855   -0 32 32.5
 TV0185
 TV0185:                Primary Azimuth Mark                     Grid Az
 TV0185:SPC PRVI     -  CONCORDIA CHIMNEY                        147 32 23.9
 TV0185:UTM  20      -  CONCORDIA CHIMNEY                        148 36 02.6
 TV0185
 TV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1166665652(NAD 83)
 TV0185
 TV0185|---------------------------------------------------------------------|
 TV0185| PID    Reference Object                     Distance      Geod. Az  |
 TV0185|                                                           dddmmss.s |
 TV0185| CE5724 WINDSOR RM 4                                       04506     |
 TV0185| TV0076 JUDITH FANCY CHIMNEY                APPROX. 3.5 KM 0810939.7 |
 TV0185| TV0075 JUDITH                              APPROX. 4.0 KM 0912851.4 |
 TV0185| TV0077 ST JOHN CHIMNEY                     APPROX. 3.3 KM 1030229.2 |
 TV0185| TV0072 LITTLE PRINCESS CHIMNEY             APPROX. 5.7 KM 1051610.5 |
 TV0185| TV0074 GREAT PRINCESS CHIMNEY              APPROX. 4.6 KM 1055708.3 |
 TV0185| TV0073 PRINCESS SCHOOLHOUSE                APPROX. 5.0 KM 1082225.5 |
 TV0185| TV0182 MORNING STAR CHIMNEY                APPROX. 2.1 KM 1285939.6 |
 TV0185| TV0181 RATTAN CHIMNEY                      APPROX. 3.3 KM 1310731.0 |
 TV0185| TV0120 SION HILL CHIMNEY                   APPROX. 4.5 KM 1355157.1 |
 TV0185| TV0115 WORK AND REST CHIMNEY               APPROX. 7.3 KM 1370252.8 |
 TV0185| TV0116 PETERS REST STATION CHIMNEY         APPROX. 6.8 KM 1380344.5 |
 TV0185| TV0118 CASTLE COAKLEY MILL 1               APPROX. 6.1 KM 1460804.8 |
 TV0185| TV0119 CASTLE COAKLEY MILL 2               APPROX. 6.1 KM 1461909.7 |
 TV0185| TV0183 CONCORDIA CHIMNEY                   APPROX. 1.7 KM 1480330.1 |
 TV0185| TV0123 DIAMOND RUBY CHIMNEY                APPROX. 5.1 KM 1514219.3 |
 TV0185| TV0125 MARYS FANCY CHIMNEY                 APPROX. 3.0 KM 1550910.2 |
 TV0185| TV0126 BARREN SPOT CHURCH STEEPLE          APPROX. 5.0 KM 1651022.0 |
 TV0185| TV0124 BLESSING MILL                       APPROX. 6.4 KM 1681118.1 |
 TV0185| TV0128 OLD MILL 2                          APPROX. 5.3 KM 1714506.2 |
 TV0185| TV0129 CLIFTON MILL                        APPROX. 4.9 KM 1781301.2 |
 TV0185| TV0130 ANQUILLA CHIMNEY                    APPROX. 7.2 KM 1821651.5 |
 TV0185| TV0131 KINGS HILL CHURCH                   APPROX. 4.8 KM 1840437.7 |
 TV0185| TV0134 PROFIT MILL                         APPROX. 5.8 KM 1840638.6 |
 TV0185| TV0133 SLOB MILL                           APPROX. 4.3 KM 1850050.5 |
 TV0185| TV0132 MIDLAND CHURCH STEEPLE              APPROX. 2.8 KM 1871925.8 |
 TV0185| TV0138 MON BIJOU CHIMNEY                   APPROX. 2.8 KM 2042714.4 |
 TV0185| TV0186 LEBANON CHIMNEY                     APPROX. 2.1 KM 2121828.4 |
 TV0185| CE5721 WINDSOR RM 1                                       21344     |
 TV0185| TV0187 LA VALLEE CHIMNEY                   APPROX. 2.9 KM 2843245.1 |
 TV0185| CE5722 WINDSOR RM 2                                       30324     |
 TV0185| CE5723 WINDSOR RM 3                                       34527     |
 TV0185|---------------------------------------------------------------------|
 TV0185
 TV0185                          SUPERSEDED SURVEY CONTROL
 TV0185
 TV0185  NAD 83(1993)-  17 46 12.71397(N)    064 46 35.47332(W) AD(       ) 3
 TV0185  NAD 83(1986)-  17 46 12.69936(N)    064 46 35.45210(W) AD(       ) 3
 TV0185  PR          -  17 46 19.79925(N)    064 46 36.92926(W) AD(       ) 3
 TV0185  LMSL    (07/19/86)  264.6    (m)          868.     (f) VERT ANG       
 TV0185
 TV0185.Superseded values are not recommended for survey control.
 TV0185
 TV0185.NGS no longer adjusts projects to the PR datum.
 TV0185.See file dsdata.pdf to determine how the superseded data were derived.
 TV0185
 TV0185_MARKER: Z = SEE DESCRIPTION
 TV0185_SETTING: 0 = UNSPECIFIED SETTING
 TV0185
 TV0185  HISTORY     - Date     Condition        Report By
 TV0185  HISTORY     - 1919     MONUMENTED       CGS
 TV0185  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0185
 TV0185                          STATION DESCRIPTION
 TV0185
 TV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0185'STATION IS ON THE HIGHEST OF THE SALT RIVER HILLS.  THE STATION
 TV0185'IS ABOUT 5 METERS S OF AND 2 FEET LOWER THAN THE HIGHEST TIP OF
 TV0185'THE HILL.  THE HILLTOP IS COVERED WITH LOW TREES.  AN 8-FOOT
 TV0185'SCAFFOLD WAS BUILT OVER THE STATION.  MARKED BY A STANDARD
 TV0185'BRASS DISK CEMENTED IN A DRILL HOLE OF AN 0.7 METER DIAMETER
 TV0185'BOULDER PROJECTING 0.6 METER.  TOP OF BUCK ISLAND AND SMALL
 TV0185'HILL JUST E OF JUDAS FANCY CHIMNEY ARE ON RANGE.
 TV0185'
 TV0185'REFERENCE MARK NO.1 IS A STANDARD BRASS DISK CEMENTED IN A
 TV0185'DRILL HOLE IN THE TOP OF THE MIDDLE GROUP OF BOULDERS LYING ON
 TV0185'W EDGE OF RIDGE RUNNING S FROM THE STATION.
 TV0185'
 TV0185'REFERENCE MARK NO.2 IS A STANDARD DISK IN A DRILL HOLE IN AN
 TV0185'0.3 BY 0.4 METER LONE BOULDER LYING 3 METERS W OF TOP OF HILL.
 TV0185'
 TV0185'REFERENCE MARK NO.3 IS A SIMILAR DISK IN A DRILL HOLE IN TOP
 TV0185'OF BOULDER LYING 3 METERS N OF HILLTOP AND PROJECTING 0.2 METER.
 TV0185'
 TV0185'REFERENCE MARK NO.4 IS A SIMILAR DISK IN A DRILL HOLE IN
 TV0185'FLAT-TOPPED TRIANGULAR ROCK WITH SIDES 0.7 BY 0.7 BY 0.5 METER
 TV0185'LYING 5 METERS SE OF TIPTOP OF HILL.
 TV0185'
 TV0185'TOP OF POLE - 5.83 METERS.
 TV0185
 TV0185                          STATION RECOVERY (1977)
 TV0185
 TV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0185'STATION DESTROYED DUE TO CONSTRUCTION OF HOUSE ON HILLTOP.
 TV0185'
 TV0185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.4 MI.
 TV0185'NORTHWEST OF CHRISTIANSTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5053 ***********************************************************************
 TZ5053  DESIGNATION -  WINTBERG HILL RADIO TOWER
 TZ5053  PID         -  TZ5053
 TZ5053  STATE/COUNTY-  VQ/ST THOMAS
 TZ5053  COUNTRY     -  US
 TZ5053  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5053
 TZ5053                         *CURRENT SURVEY CONTROL
 TZ5053  ______________________________________________________________________
 TZ5053* NAD 83(1997) POSITION- 18 20 37.09757(N) 064 54 21.46630(W)   ADJUSTED
 TZ5053* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5053  ______________________________________________________________________
 TZ5053  GEOID HEIGHT    -        -42.177 (meters)                     GEOID18
 TZ5053  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 TZ5053  HORZ ORDER      -  THIRD
 TZ5053
 TZ5053.The horizontal coordinates were established by classical geodetic methods
 TZ5053.and adjusted by the National Geodetic Survey in May 1997.
 TZ5053
 TZ5053.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5053
 TZ5053.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5053.GEOID18 height accuracy estimate available here.
 TZ5053
 TZ5053.Click photographs - Photos may exist for this station.
 TZ5053
 TZ5053.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5053
 TZ5053. The following values were computed from the NAD 83(1997) position.
 TZ5053
 TZ5053;                    North         East     Units Scale Factor Converg.
 TZ5053;SPC PRVI     -   257,154.552   361,437.384   MT  0.99999579   +0 28 40.4
 TZ5053;UTM  20      - 2,029,259.563   298,594.213   MT  1.00010151   -0 36 00.1
 TZ5053
 TZ5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9859429259(NAD 83)
 TZ5053
 TZ5053                          SUPERSEDED SURVEY CONTROL
 TZ5053
 TZ5053  NAD 83(1993)-  18 20 37.09547(N)    064 54 21.47713(W) AD(       ) 3
 TZ5053  LMSL    (07/06/94)  290.8    (m)          954.     (f) VERT ANG       
 TZ5053
 TZ5053.Superseded values are not recommended for survey control.
 TZ5053
 TZ5053.NGS no longer adjusts projects to the PR datum.
 TZ5053.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5053
 TZ5053_MARKER: 43 = RADIO/TV TOWER
 TZ5053
 TZ5053  HISTORY     - Date     Condition        Report By
 TZ5053  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5053
 TZ5053                          STATION DESCRIPTION
 TZ5053
 TZ5053'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5053'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5053'NEAR THE EAST CENTRAL PORTION OF THE ISLAND ABOUT 0.4 MI (0.6 KM)
 TZ5053'NORTHEAST OF CHARLOTTE AMALIE ON WINTBERG HILL JUST SOUTH OF AND BELOW
 TZ5053'WINTBERG PEAK.  IT IS A STEEL TRUSSWORK TOWER AND THE POINT
 TZ5053'INTERSECTED WAS THE CENTER OF THE TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TZ5054 ***********************************************************************
 TZ5054  DESIGNATION -  WINTBERG PEAK FLAGPOLE
 TZ5054  PID         -  TZ5054
 TZ5054  STATE/COUNTY-  VQ/ST THOMAS
 TZ5054  COUNTRY     -  US
 TZ5054  USGS QUAD   -  CHARLOTTE AMALIE (2013)
 TZ5054
 TZ5054                         *CURRENT SURVEY CONTROL
 TZ5054  ______________________________________________________________________
 TZ5054* NAD 83(1997) POSITION- 18 20 42.93366(N) 064 54 24.06547(W)   ADJUSTED
 TZ5054* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) VERTCON3
 TZ5054  ______________________________________________________________________
 TZ5054  GEOID HEIGHT    -        -42.178 (meters)                     GEOID18
 TZ5054  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 TZ5054  HORZ ORDER      -  THIRD
 TZ5054
 TZ5054.The horizontal coordinates were established by classical geodetic methods
 TZ5054.and adjusted by the National Geodetic Survey in May 1997.
 TZ5054
 TZ5054.The NAVD 88 height was computed by applying the VERTCON shift value to
 TZ5054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TZ5054
 TZ5054.Significant digits in the geoid height do not necessarily reflect accuracy.
 TZ5054.GEOID18 height accuracy estimate available here.
 TZ5054
 TZ5054.Click photographs - Photos may exist for this station.
 TZ5054
 TZ5054.The Laplace correction was computed from DEFLEC18 derived deflections.
 TZ5054
 TZ5054. The following values were computed from the NAD 83(1997) position.
 TZ5054
 TZ5054;                    North         East     Units Scale Factor Converg.
 TZ5054;SPC PRVI     -   257,333.343   361,359.578   MT  0.99999584   +0 28 39.6
 TZ5054;UTM  20      - 2,029,439.805   298,519.777   MT  1.00010188   -0 36 01.1
 TZ5054
 TZ5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKF9851929439(NAD 83)
 TZ5054
 TZ5054                          SUPERSEDED SURVEY CONTROL
 TZ5054
 TZ5054  NAD 83(1993)-  18 20 42.93174(N)    064 54 24.07592(W) AD(       ) 3
 TZ5054  LMSL    (07/06/94)  300.5    (m)          986.     (f) VERT ANG       
 TZ5054
 TZ5054.Superseded values are not recommended for survey control.
 TZ5054
 TZ5054.NGS no longer adjusts projects to the PR datum.
 TZ5054.See file dsdata.pdf to determine how the superseded data were derived.
 TZ5054
 TZ5054_MARKER: 62 = FLAGPOLE
 TZ5054
 TZ5054  HISTORY     - Date     Condition        Report By
 TZ5054  HISTORY     - 1993     FIRST OBSERVED   NOS
 TZ5054
 TZ5054                          STATION DESCRIPTION
 TZ5054
 TZ5054'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 TZ5054'THE STATION IS LOCATED ON ST THOMAS ISLAND IN THE U.S. VIRGIN ISLANDS
 TZ5054'IN THE EAST CENTRAL PART OF THE ISLAND ABOUT 0.5 MI (0.8 KM)
 TZ5054'NORTHEAST OF CHARLOTTE AMALIE AT WINTBERG PEAK.  THE OBJECT IS A
 TZ5054'FLAGPOLE MOUNTED ON THE VERANDA OF THE WINTBERG ESTATE.  THE POINT
 TZ5054'INTERSECTED WAS THE CENTER OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0111 ***********************************************************************
 TV0111  DESIGNATION -  WORK
 TV0111  PID         -  TV0111
 TV0111  STATE/COUNTY-  VQ/ST CROIX
 TV0111  COUNTRY     -  US
 TV0111  USGS QUAD   -  CHRISTIANSTED (2013)
 TV0111
 TV0111                         *CURRENT SURVEY CONTROL
 TV0111  ______________________________________________________________________
 TV0111* NAD 83(1997) POSITION- 17 43 26.86312(N) 064 43 09.04064(W)   NO CHECK
 TV0111* NAVD 88 ORTHO HEIGHT -  N/A      (meters)            **(feet) SCALED
 TV0111  ______________________________________________________________________
 TV0111  GEOID HEIGHT    -        -41.221 (meters)                     GEOID18
 TV0111  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 TV0111  HORZ ORDER      -  THIRD
 TV0111
 TV0111.The horizontal coordinates were established by classical geodetic methods
 TV0111.and adjusted by the National Geodetic Survey in May 1997.
 TV0111
 TV0111.No horizontal observational check was made to the station.
 TV0111
 TV0111.The orthometric height was scaled from a topographic map.
 TV0111
 TV0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0111.GEOID18 height accuracy estimate available here.
 TV0111
 TV0111.Click photographs - Photos may exist for this station.
 TV0111
 TV0111.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0111
 TV0111. The following values were computed from the NAD 83(1997) position.
 TV0111
 TV0111;                    North         East     Units Scale Factor Converg.
 TV0111;SPC PRVI     -   188,764.160   381,821.158   MT  1.00003317   +0 32 10.8
 TV0111;UTM  20      - 1,960,497.440   317,699.983   MT  1.00001090   -0 31 24.7
 TV0111
 TV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE1769960497(NAD 83)
 TV0111
 TV0111                          SUPERSEDED SURVEY CONTROL
 TV0111
 TV0111  NAD 83(1993)-  17 43 26.86144(N)    064 43 09.05039(W) AD(       ) 3
 TV0111  NAD 83(1986)-  17 43 26.84545(N)    064 43 09.02595(W) AD(       ) 3
 TV0111  PR          -  17 43 33.93921(N)    064 43 10.50705(W) AD(       ) 3
 TV0111
 TV0111.Superseded values are not recommended for survey control.
 TV0111
 TV0111.NGS no longer adjusts projects to the PR datum.
 TV0111.See file dsdata.pdf to determine how the superseded data were derived.
 TV0111
 TV0111_MARKER: DS = TRIANGULATION STATION DISK
 TV0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TV0111_MARK LOGO: CGS
 TV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TV0111+STABILITY: SURFACE MOTION
 TV0111
 TV0111  HISTORY     - Date     Condition        Report By
 TV0111  HISTORY     - 1919     MONUMENTED       CGS
 TV0111
 TV0111                          STATION DESCRIPTION
 TV0111
 TV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0111'STATION IS ON THE HIGHEST PEAK OF THE GROUP OF HILLS AND RIDGES
 TV0111'LYING JUST E OF WORK AND REST ESTATE HOUSES.  THIS HILL IS THE
 TV0111'NE ONE OF THE GROUP.
 TV0111'
 TV0111'MARKED BY A STANDARD BRASS TRIANGULATION DISK IN TOP OF CEMENT
 TV0111'POST.  EASTWARD OF THE STATION THERE IS A LARGE PILE OF STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0172 ***********************************************************************
 TV0172  DESIGNATION -  WRECK
 TV0172  PID         -  TV0172
 TV0172  STATE/COUNTY-  VQ/ST CROIX
 TV0172  COUNTRY     -  US
 TV0172  USGS QUAD   -  FREDERIKSTED (2013)
 TV0172
 TV0172                         *CURRENT SURVEY CONTROL
 TV0172  ______________________________________________________________________
 TV0172* NAD 83(1997) POSITION- 17 40 46.24506(N) 064 54 10.44896(W)   ADJUSTED
 TV0172  ______________________________________________________________________
 TV0172  GEOID HEIGHT    -        -41.574 (meters)                     GEOID18
 TV0172  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC18
 TV0172  HORZ ORDER      -  THIRD
 TV0172
 TV0172.The horizontal coordinates were established by classical geodetic methods
 TV0172.and adjusted by the National Geodetic Survey in May 1997.
 TV0172
 TV0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0172.GEOID18 height accuracy estimate available here.
 TV0172
 TV0172.Click photographs - Photos may exist for this station.
 TV0172
 TV0172.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0172
 TV0172. The following values were computed from the NAD 83(1997) position.
 TV0172
 TV0172;                    North         East     Units Scale Factor Converg.
 TV0172;SPC PRVI     -   183,653.525   362,375.174   MT  1.00004034   +0 28 43.9
 TV0172;UTM  20      - 1,955,746.788   298,162.526   MT  1.00010371   -0 34 41.1
 TV0172
 TV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QKE9816255746(NAD 83)
 TV0172
 TV0172                          SUPERSEDED SURVEY CONTROL
 TV0172
 TV0172  NAD 83(1993)-  17 40 46.24358(N)    064 54 10.45868(W) AD(       ) 3
 TV0172  NAD 83(1986)-  17 40 46.22759(N)    064 54 10.43875(W) AD(       ) 3
 TV0172  PR          -  17 40 53.31278(N)    064 54 11.91019(W) AD(       ) 3
 TV0172
 TV0172.Superseded values are not recommended for survey control.
 TV0172
 TV0172.NGS no longer adjusts projects to the PR datum.
 TV0172.See file dsdata.pdf to determine how the superseded data were derived.
 TV0172
 TV0172
 TV0172  HISTORY     - Date     Condition        Report By
 TV0172  HISTORY     - 1919     MONUMENTED       CGS
 TV0172  HISTORY     - 1977     MARK NOT FOUND   NGS
 TV0172
 TV0172                          STATION DESCRIPTION
 TV0172
 TV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1919 (OWS)
 TV0172'STATION IS A BANNER NAILED IN TOP OF TREE STANDING ON THE OUTER
 TV0172'EDGE OF BUSH AND TIMBER AT THE NORTHERN TIP OF SW POINT.
 TV0172'
 TV0172'NOT MARKED ON ACCOUNT OF THE SHIFTING SAND.
 TV0172
 TV0172                          STATION RECOVERY (1977)
 TV0172
 TV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WFP)
 TV0172'STATION WAS NOT FOUND.  BANNER AND TREES NOTED IN DESCRIPTION
 TV0172'WERE NOT LONGER IN EXISTANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 05:12:54 EDT
 TV0165 ***********************************************************************
 TV0165  DESIGNATION -  WYM CHIMNEY
 TV0165  PID         -  TV0165
 TV0165  STATE/COUNTY-  VQ/ST CROIX
 TV0165  COUNTRY     -  US
 TV0165  USGS QUAD   -  LONG POINT (2013)
 TV0165
 TV0165                         *CURRENT SURVEY CONTROL
 TV0165  ______________________________________________________________________
 TV0165* NAD 83(1997) POSITION- 17 41 58.47309(N) 064 51 40.12575(W)   ADJUSTED
 TV0165  ______________________________________________________________________
 TV0165  GEOID HEIGHT    -        -41.437 (meters)                     GEOID18
 TV0165  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 TV0165  HORZ ORDER      -  THIRD
 TV0165
 TV0165.The horizontal coordinates were established by classical geodetic methods
 TV0165.and adjusted by the National Geodetic Survey in May 1997.
 TV0165
 TV0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 TV0165.GEOID18 height accuracy estimate available here.
 TV0165
 TV0165.Click photographs - Photos may exist for this station.
 TV0165
 TV0165.The Laplace correction was computed from DEFLEC18 derived deflections.
 TV0165
 TV0165. The following values were computed from the NAD 83(1997) position.
 TV0165
 TV0165;                    North         East     Units Scale Factor Converg.
 TV0165;SPC PRVI     -   185,911.608   366,786.264   MT  1.00003704   +0 29 30.9
 TV0165;UTM  20      - 1,957,923.199   302,614.777   MT  1.00008173   -0 33 57.7
 TV0165
 TV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 20QLE0261457923(NAD 83)
 TV0165
 TV0165                          SUPERSEDED SURVEY CONTROL
 TV0165
 TV0165  NAD 83(1993)-  17 41 58.47143(N)    064 51 40.13550(W) AD(       ) 3
 TV0165  NAD 83(1986)-  17 41 58.45475(N)    064 51 40.11599(W) AD(       ) 3
 TV0165  PR          -  17 42 05.54421(N)    064 51 41.58912(W) AD(       ) 3
 TV0165
 TV0165.Superseded values are not recommended for survey control.
 TV0165
 TV0165.NGS no longer adjusts projects to the PR datum.
 TV0165.See file dsdata.pdf to determine how the superseded data were derived.
 TV0165
 TV0165
 TV0165  HISTORY     - Date     Condition        Report By
 TV0165  HISTORY     - 1918     MONUMENTED       CGS
 TV0165  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TV0165
 TV0165                          STATION DESCRIPTION
 TV0165
 TV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (GCM)
 TV0165'STATION IS IN PLACE.

 *** retrieval complete.
