The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1    National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 17:24:05 EST
 DH3766 ***********************************************************************
 DH3766  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3766  DESIGNATION -  NJDY CORS ARP
 DH3766  CORS_ID     -  NJDY
 DH3766  PID         -  DH3766
 DH3766  STATE/COUNTY-  NJ/MIDDLESEX
 DH3766  COUNTRY     -  US
 DH3766  USGS QUAD   -  NEW BRUNSWICK (2019)
 DH3766
 DH3766                         *CURRENT SURVEY CONTROL
 DH3766  ______________________________________________________________________
 DH3766* NAD 83(2011) POSITION- 40 22 52.07383(N) 074 27 56.30101(W)   ADJUSTED
 DH3766* NAD 83(2011) ELLIP HT-     4.280 (meters)        (06/??/19)   ADJUSTED
 DH3766* NAD 83(2011) EPOCH   -  2010.00
 DH3766  ______________________________________________________________________
 DH3766  GEOID HEIGHT    -        -32.817 (meters)                     GEOID18
 DH3766  NAD 83(2011) X  -  1,303,033.156 (meters)                     COMP
 DH3766  NAD 83(2011) Y  - -4,687,667.326 (meters)                     COMP
 DH3766  NAD 83(2011) Z  -  4,110,316.787 (meters)                     COMP
 DH3766
 DH3766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3766  Standards:
 DH3766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3766  -------------------------------------------------------------------
 DH3766  NETWORK    0.11   0.32           0.04   0.05   0.16     -0.09499200
 DH3766  -------------------------------------------------------------------
 DH3766
 DH3766.The coordinates were established by GPS observations
 DH3766.and adjusted by the National Geodetic Survey in June 2019.
 DH3766
 DH3766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3766.been affixed to the stable North American Tectonic Plate. 
 DH3766
 DH3766.The coordinates are valid at the epoch date displayed above
 DH3766.which is a decimal equivalence of Year/Month/Day.
 DH3766
 DH3766.Due to the release of the International GNSS Service (IGS) 2014
 DH3766.realization of the International Terrestrial Reference Frame of 2014
 DH3766.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3766.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3766.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3766.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3766.currently published epoch of 2010.00.
 DH3766
 DH3766.Additional information on MYCS2 is available at
 DH3766.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3766
 DH3766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3766.GEOID18 height accuracy estimate available here.
 DH3766
 DH3766.The PID for the CORS L1 Phase Center is DO7546.
 DH3766
 DH3766.Click photographs - Photos may exist for this station.
 DH3766
 DH3766.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3766
 DH3766.The ellipsoidal height was determined by GPS observations
 DH3766.and is referenced to NAD 83.
 DH3766
 DH3766. The following values were computed from the NAD 83(2011) position.
 DH3766
 DH3766;                    North         East     Units Scale Factor Converg.
 DH3766;SPC NJ       -   171,830.949   152,917.534   MT  0.99990010   +0 01 20.1
 DH3766;SPC NJ       -   563,748.71    501,696.94   sFT  0.99990010   +0 01 20.1
 DH3766;UTM  18      - 4,470,197.532   545,358.381   MT  0.99962532   +0 20 46.3
 DH3766
 DH3766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3766!SPC NJ       -   0.99999933  x   0.99990010  =   0.99989943
 DH3766!UTM  18      -   0.99999933  x   0.99962532  =   0.99962465
 DH3766
 DH3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK4535870197(NAD 83)
 DH3766
 DH3766                          SUPERSEDED SURVEY CONTROL
 DH3766
 DH3766  ELLIP H (06/27/12)    4.301  (m)                       GP(2010.00) 0 0
 DH3766  NAD 83(2011)-  40 22 52.07397(N)    074 27 56.30155(W) AD(2010.00) c
 DH3766  NAD 83(2011)-  40 22 52.07372(N)    074 27 56.30160(W) AD(2010.00) c
 DH3766  ELLIP H (08/??/11)    4.283  (m)                       GP(2010.00) c c
 DH3766  NAD 83(CORS)-  40 22 52.07410(N)    074 27 56.30180(W) AD(2002.00) c
 DH3766  ELLIP H (06/??/05)    4.298  (m)                       GP(2002.00) c c
 DH3766
 DH3766.Superseded values are not recommended for survey control.
 DH3766
 DH3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3766.See file dsdata.pdf to determine how the superseded data were derived.
 DH3766
 DH3766_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3766
 DH3766                          STATION DESCRIPTION
 DH3766
 DH3766'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH3766'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3766'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3766'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3766'https://geodesy.noaa.gov/CORS/data.shtml
 DH3766'https://geodesy.noaa.gov/CORS




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