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 20, 2025 06:21:13 EST
 AF9631 ***********************************************************************
 AF9631  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9631  DESIGNATION -  WILKES BARRE CORS ARP
 AF9631  CORS_ID     -  WIL1
 AF9631  PID         -  AF9631
 AF9631  STATE/COUNTY-  PA/LUZERNE
 AF9631  COUNTRY     -  US
 AF9631  USGS QUAD   -  HARVEYS LAKE (2019)
 AF9631
 AF9631                         *CURRENT SURVEY CONTROL
 AF9631  ______________________________________________________________________
 AF9631* NAD 83(2011) POSITION- 41 18 18.91289(N) 076 00 55.10024(W)   ADJUSTED
 AF9631* NAD 83(2011) ELLIP HT-   385.621 (meters)        (06/??/19)   ADJUSTED
 AF9631* NAD 83(2011) EPOCH   -  2010.00
 AF9631  ______________________________________________________________________
 AF9631  GEOID HEIGHT    -        -31.703 (meters)                     GEOID18
 AF9631  NAD 83(2011) X  -  1,159,635.790 (meters)                     COMP
 AF9631  NAD 83(2011) Y  - -4,656,343.764 (meters)                     COMP
 AF9631  NAD 83(2011) Z  -  4,188,203.406 (meters)                     COMP
 AF9631
 AF9631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9631  Standards:
 AF9631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9631  -------------------------------------------------------------------
 AF9631  NETWORK    0.10   0.24           0.03   0.04   0.12     -0.12922100
 AF9631  -------------------------------------------------------------------
 AF9631
 AF9631.The coordinates were established by GPS observations
 AF9631.and adjusted by the National Geodetic Survey in June 2019.
 AF9631
 AF9631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9631.been affixed to the stable North American Tectonic Plate. 
 AF9631
 AF9631.The coordinates are valid at the epoch date displayed above
 AF9631.which is a decimal equivalence of Year/Month/Day.
 AF9631
 AF9631.Due to the release of the International GNSS Service (IGS) 2014
 AF9631.realization of the International Terrestrial Reference Frame of 2014
 AF9631.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9631.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9631.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9631.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9631.currently published epoch of 2010.00.
 AF9631
 AF9631.Additional information on MYCS2 is available at
 AF9631.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9631
 AF9631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9631.GEOID18 height accuracy estimate available here.
 AF9631
 AF9631.The PID for the CORS L1 Phase Center is DR1455.
 AF9631
 AF9631.Click photographs - Photos may exist for this station.
 AF9631
 AF9631.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9631
 AF9631.The ellipsoidal height was determined by GPS observations
 AF9631.and is referenced to NAD 83.
 AF9631
 AF9631. The following values were computed from the NAD 83(2011) position.
 AF9631
 AF9631;                    North         East     Units Scale Factor Converg.
 AF9631;SPC PA N     -   127,898.919   745,257.704   MT  0.99995875   +1 08 51.2
 AF9631;SPC PA N     -   419,615.04  2,445,066.32   sFT  0.99995875   +1 08 51.2
 AF9631;UTM  18      - 4,573,141.111   415,005.824   MT  0.99968890   -0 40 12.8
 AF9631
 AF9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9631!SPC PA N     -   0.99993952  x   0.99995875  =   0.99989827
 AF9631!UTM  18      -   0.99993952  x   0.99968890  =   0.99962844
 AF9631
 AF9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1500573141(NAD 83)
 AF9631
 AF9631                          SUPERSEDED SURVEY CONTROL
 AF9631
 AF9631  ELLIP H (06/27/12)  385.633  (m)                       GP(2010.00) 0 0
 AF9631  NAD 83(2011)-  41 18 18.91326(N)    076 00 55.10027(W) AD(2010.00) c
 AF9631  NAD 83(2011)-  41 18 18.91299(N)    076 00 55.10020(W) AD(2010.00) c
 AF9631  ELLIP H (08/??/11)  385.628  (m)                       GP(2010.00) c c
 AF9631  ELLIP H (02/10/07)  385.658  (m)                       GP(2002.00)    
 AF9631  NAD 83(2007)-  41 18 18.91349(N)    076 00 55.10100(W) AD(2002.00) c
 AF9631  NAD 83(CORS)-  41 18 18.91349(N)    076 00 55.10100(W) AD(2002.00) c
 AF9631  ELLIP H (03/??/02)  385.658  (m)                       GP(2002.00) c c
 AF9631  NAD 83(CORS)-  41 18 18.91365(N)    076 00 55.10151(W) AD(1997.00) c
 AF9631  ELLIP H (01/??/01)  385.649  (m)                       GP(1997.00) c c
 AF9631  NAD 83(CORS)-  41 18 18.91351(N)    076 00 55.10107(W) AD(1997.00) c
 AF9631  ELLIP H (04/??/97)  385.686  (m)                       GP(1997.00) c c
 AF9631  NAD 83(CORS)-  41 18 18.91351(N)    076 00 55.10107(W) AD(1996.00) c
 AF9631  ELLIP H (04/??/97)  385.686  (m)                       GP(1996.00) c c
 AF9631
 AF9631.Superseded values are not recommended for survey control.
 AF9631
 AF9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9631.See file dsdata.pdf to determine how the superseded data were derived.
 AF9631
 AF9631_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9631
 AF9631                          STATION DESCRIPTION
 AF9631
 AF9631'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9631'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9631'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9631'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9631'https://geodesy.noaa.gov/CORS/data.shtml
 AF9631'https://geodesy.noaa.gov/CORS




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