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 00:05:27 EST
 DI1684 ***********************************************************************
 DI1684  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1684  DESIGNATION -  FAYETTE COUNTY CORS ARP
 DI1684  CORS_ID     -  OHFA
 DI1684  PID         -  DI1684
 DI1684  STATE/COUNTY-  OH/FAYETTE
 DI1684  COUNTRY     -  US
 DI1684  USGS QUAD   -  WASHINGTON COURT HOUSE (2016)
 DI1684
 DI1684                         *CURRENT SURVEY CONTROL
 DI1684  ______________________________________________________________________
 DI1684* NAD 83(2011) POSITION- 39 31 33.29094(N) 083 28 31.21379(W)   ADJUSTED
 DI1684* NAD 83(2011) ELLIP HT-   280.215 (meters)        (06/??/19)   ADJUSTED
 DI1684* NAD 83(2011) EPOCH   -  2010.00
 DI1684  ______________________________________________________________________
 DI1684  GEOID HEIGHT    -        -32.331 (meters)                     GEOID18
 DI1684  NAD 83(2011) X  -    559,812.942 (meters)                     COMP
 DI1684  NAD 83(2011) Y  - -4,894,682.097 (meters)                     COMP
 DI1684  NAD 83(2011) Z  -  4,037,701.503 (meters)                     COMP
 DI1684
 DI1684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1684  Standards:
 DI1684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1684  -------------------------------------------------------------------
 DI1684  NETWORK    0.16   0.30           0.04   0.08   0.15     -0.18549200
 DI1684  -------------------------------------------------------------------
 DI1684
 DI1684.The coordinates were established by GPS observations
 DI1684.and adjusted by the National Geodetic Survey in June 2019.
 DI1684
 DI1684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1684.been affixed to the stable North American Tectonic Plate. 
 DI1684
 DI1684.The coordinates are valid at the epoch date displayed above
 DI1684.which is a decimal equivalence of Year/Month/Day.
 DI1684
 DI1684.Due to the release of the International GNSS Service (IGS) 2014
 DI1684.realization of the International Terrestrial Reference Frame of 2014
 DI1684.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI1684.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI1684.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI1684.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI1684.currently published epoch of 2010.00.
 DI1684
 DI1684.Additional information on MYCS2 is available at
 DI1684.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI1684
 DI1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1684.GEOID18 height accuracy estimate available here.
 DI1684
 DI1684.The PID for the CORS L1 Phase Center is DI6492.
 DI1684
 DI1684.Click photographs - Photos may exist for this station.
 DI1684
 DI1684.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1684
 DI1684.The ellipsoidal height was determined by GPS observations
 DI1684.and is referenced to NAD 83.
 DI1684
 DI1684. The following values were computed from the NAD 83(2011) position.
 DI1684
 DI1684;                    North         East     Units Scale Factor Converg.
 DI1684;SPC OH S     -   169,850.071   516,145.828   MT  0.99993895   -0 37 07.9
 DI1684;SPC OH S     -   557,249.77  1,693,388.44   sFT  0.99993895   -0 37 07.9
 DI1684;UTM  17      - 4,378,066.460   287,239.295   MT  1.00015736   -1 34 33.5
 DI1684
 DI1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1684!SPC OH S     -   0.99995604  x   0.99993895  =   0.99989499
 DI1684!UTM  17      -   0.99995604  x   1.00015736  =   1.00011339
 DI1684
 DI1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKD8723978066(NAD 83)
 DI1684
 DI1684                          SUPERSEDED SURVEY CONTROL
 DI1684
 DI1684  NAD 83(2011)-  39 31 33.29105(N)    083 28 31.21405(W) AD(2010.00) c
 DI1684  ELLIP H (08/??/11)  280.208  (m)                       GP(2010.00) c c
 DI1684  NAD 83(CORS)-  39 31 33.29097(N)    083 28 31.21457(W) AD(2002.00) c
 DI1684  ELLIP H (09/??/06)  280.224  (m)                       GP(2002.00) c c
 DI1684
 DI1684.Superseded values are not recommended for survey control.
 DI1684
 DI1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1684.See file dsdata.pdf to determine how the superseded data were derived.
 DI1684
 DI1684_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1684
 DI1684                          STATION DESCRIPTION
 DI1684
 DI1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI1684'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI1684'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI1684'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI1684'https://geodesy.noaa.gov/CORS/data.shtml
 DI1684'https://geodesy.noaa.gov/CORS




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