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 19:13:19 EST
 DL3999 ***********************************************************************
 DL3999  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL3999  DESIGNATION -  LOYOLA LS05 CORS ARP
 DL3999  CORS_ID     -  LS05
 DL3999  PID         -  DL3999
 DL3999  STATE/COUNTY-  VA/PRINCE EDWARD
 DL3999  COUNTRY     -  US
 DL3999  USGS QUAD   -  FARMVILLE (2019)
 DL3999
 DL3999                         *CURRENT SURVEY CONTROL
 DL3999  ______________________________________________________________________
 DL3999* NAD 83(2011) POSITION- 37 18 14.85154(N) 078 23 37.66394(W)   ADJUSTED
 DL3999* NAD 83(2011) ELLIP HT-    79.192 (meters)        (06/??/19)   ADJUSTED
 DL3999* NAD 83(2011) EPOCH   -  2010.00
 DL3999  ______________________________________________________________________
 DL3999  GEOID HEIGHT    -        -31.408 (meters)                     GEOID18
 DL3999  NAD 83(2011) X  -  1,021,948.756 (meters)                     COMP
 DL3999  NAD 83(2011) Y  - -4,975,810.537 (meters)                     COMP
 DL3999  NAD 83(2011) Z  -  3,844,342.657 (meters)                     COMP
 DL3999
 DL3999.Formal positional accuracy estimates are not available for this CORS
 DL3999.because its coordinates were determined in part using modeled
 DL3999.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DL3999.and ellipsoid height can be obtained from the short-term time series.
 DL3999.Additional information regarding modeled velocities is available on
 DL3999.the CORS Coordinates for MYCS2 web page:
 DL3999.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DL3999
 DL3999.The coordinates were established by GPS observations
 DL3999.and adjusted by the National Geodetic Survey in June 2019.
 DL3999
 DL3999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3999.been affixed to the stable North American Tectonic Plate. 
 DL3999
 DL3999.The coordinates are valid at the epoch date displayed above
 DL3999.which is a decimal equivalence of Year/Month/Day.
 DL3999
 DL3999.Due to the release of the International GNSS Service (IGS) 2014
 DL3999.realization of the International Terrestrial Reference Frame of 2014
 DL3999.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL3999.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL3999.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL3999.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL3999.currently published epoch of 2010.00.
 DL3999
 DL3999.Additional information on MYCS2 is available at
 DL3999.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL3999
 DL3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3999.GEOID18 height accuracy estimate available here.
 DL3999
 DL3999.The PID for the CORS L1 Phase Center is DL4000.
 DL3999
 DL3999.Click photographs - Photos may exist for this station.
 DL3999
 DL3999.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL3999
 DL3999.The ellipsoidal height was determined by GPS observations
 DL3999.and is referenced to NAD 83.
 DL3999
 DL3999. The following values were computed from the NAD 83(2011) position.
 DL3999
 DL3999;                    North         East     Units Scale Factor Converg.
 DL3999;SPC VA S     - 1,107,738.526 3,509,415.142   MT  0.99994601   +0 03 52.0
 DL3999;SPC VA S     - 3,634,305.48 11,513,806.18   sFT  0.99994601   +0 03 52.0
 DL3999;UTM  17      - 4,131,795.900   730,984.332   MT  1.00025727   +1 34 48.6
 DL3999
 DL3999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3999!SPC VA S     -   0.99998757  x   0.99994601  =   0.99993358
 DL3999!UTM  17      -   0.99998757  x   1.00025727  =   1.00024484
 DL3999
 DL3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB3098431795(NAD 83)
 DL3999
 DL3999                          SUPERSEDED SURVEY CONTROL
 DL3999
 DL3999  NAD 83(2011)-  37 18 14.85152(N)    078 23 37.66388(W) AD(2010.00) c
 DL3999  ELLIP H (08/??/11)   79.191  (m)                       GP(2010.00) c c
 DL3999  NAD 83(CORS)-  37 18 14.85195(N)    078 23 37.66451(W) AD(2002.00) c
 DL3999  ELLIP H (09/??/09)   79.197  (m)                       GP(2002.00) c c
 DL3999
 DL3999.Superseded values are not recommended for survey control.
 DL3999
 DL3999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3999.See file dsdata.pdf to determine how the superseded data were derived.
 DL3999
 DL3999_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL3999
 DL3999                          STATION DESCRIPTION
 DL3999
 DL3999'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL3999'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL3999'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL3999'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL3999'https://geodesy.noaa.gov/CORS/data.shtml
 DL3999'https://geodesy.noaa.gov/CORS




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