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 19, 2025 16:30:47 EST
 DO9469 ***********************************************************************
 DO9469  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO9469  DESIGNATION -  FALMOUTH CORS ARP
 DO9469  CORS_ID     -  MAFA
 DO9469  PID         -  DO9469
 DO9469  STATE/COUNTY-  MA/BARNSTABLE
 DO9469  COUNTRY     -  US
 DO9469  USGS QUAD   -  FALMOUTH (2018)
 DO9469
 DO9469                         *CURRENT SURVEY CONTROL
 DO9469  ______________________________________________________________________
 DO9469* NAD 83(2011) POSITION- 41 37 11.07652(N) 070 32 27.30472(W)   ADJUSTED
 DO9469* NAD 83(2011) ELLIP HT-    -1.465 (meters)        (05/??/21)   ADJUSTED
 DO9469* NAD 83(2011) EPOCH   -  2010.00
 DO9469  ______________________________________________________________________
 DO9469  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 DO9469  NAD 83(2011) X  -  1,590,764.232 (meters)                     COMP
 DO9469  NAD 83(2011) Y  - -4,502,395.677 (meters)                     COMP
 DO9469  NAD 83(2011) Z  -  4,214,122.640 (meters)                     COMP
 DO9469
 DO9469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO9469  Standards:
 DO9469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO9469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO9469  -------------------------------------------------------------------
 DO9469  NETWORK    0.15   0.47           0.07   0.04   0.24     -0.03326800
 DO9469  -------------------------------------------------------------------
 DO9469
 DO9469.The coordinates were established by GPS observations
 DO9469.and adjusted by the National Geodetic Survey in May 2021.
 DO9469
 DO9469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO9469.been affixed to the stable North American Tectonic Plate. 
 DO9469
 DO9469.The coordinates are valid at the epoch date displayed above
 DO9469.which is a decimal equivalence of Year/Month/Day.
 DO9469
 DO9469.Due to the release of the International GNSS Service (IGS) 2014
 DO9469.realization of the International Terrestrial Reference Frame of 2014
 DO9469.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO9469.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO9469.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO9469.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO9469.currently published epoch of 2010.00.
 DO9469
 DO9469.Additional information on MYCS2 is available at
 DO9469.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO9469
 DO9469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9469.GEOID18 height accuracy estimate available here.
 DO9469
 DO9469.The PID for the CORS L1 Phase Center is DR3630.
 DO9469
 DO9469.Click photographs - Photos may exist for this station.
 DO9469
 DO9469.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO9469
 DO9469.The ellipsoidal height was determined by GPS observations
 DO9469.and is referenced to NAD 83.
 DO9469
 DO9469. The following values were computed from the NAD 83(2011) position.
 DO9469
 DO9469;                    North         East     Units Scale Factor Converg.
 DO9469;SPC MA M     -   819,284.176   279,931.551   MT  1.00001560   +0 38 39.3
 DO9469;SPC MA M     - 2,687,934.83    918,408.76   sFT  1.00001560   +0 38 39.3
 DO9469;UTM  19      - 4,608,704.876   371,626.050   MT  0.99980280   -1 01 24.9
 DO9469
 DO9469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO9469!SPC MA M     -   1.00000023  x   1.00001560  =   1.00001583
 DO9469!UTM  19      -   1.00000023  x   0.99980280  =   0.99980303
 DO9469
 DO9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG7162608704(NAD 83)
 DO9469
 DO9469                          SUPERSEDED SURVEY CONTROL
 DO9469
 DO9469  NAD 83(2011)-  41 37 11.07628(N)    070 32 27.30471(W) AD(2010.00) c
 DO9469  ELLIP H (05/??/20)   -1.460  (m)                       GP(2010.00) c c
 DO9469  NAD 83(2011)-  41 37 11.07605(N)    070 32 27.30467(W) AD(2010.00) c
 DO9469  ELLIP H (06/??/19)   -1.450  (m)                       GP(2010.00) c c
 DO9469  NAD 83(2011)-  41 37 11.07607(N)    070 32 27.30446(W) AD(2010.00) c
 DO9469  ELLIP H (09/??/13)   -1.463  (m)                       GP(2010.00) c c
 DO9469
 DO9469.Superseded values are not recommended for survey control.
 DO9469
 DO9469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9469.See file dsdata.pdf to determine how the superseded data were derived.
 DO9469
 DO9469_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO9469
 DO9469                          STATION DESCRIPTION
 DO9469
 DO9469'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DO9469'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO9469'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO9469'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO9469'https://geodesy.noaa.gov/CORS/data.shtml
 DO9469'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:03