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 17, 2025 17:38:22 EST
 AH2486 ***********************************************************************
 AH2486  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH2486  DESIGNATION -  CORVALLIS CORS ARP
 AH2486  CORS_ID     -  CORV
 AH2486  PID         -  AH2486
 AH2486  STATE/COUNTY-  OR/BENTON
 AH2486  COUNTRY     -  US
 AH2486  USGS QUAD   -  CORVALLIS (2017)
 AH2486
 AH2486                         *CURRENT SURVEY CONTROL
 AH2486  ______________________________________________________________________
 AH2486* NAD 83(2011) POSITION- 44 35 07.91296(N) 123 18 16.51696(W)   ADJUSTED
 AH2486* NAD 83(2011) ELLIP HT-   107.499 (meters)        (06/??/19)   ADJUSTED
 AH2486* NAD 83(2011) EPOCH   -  2010.00
 AH2486  ______________________________________________________________________
 AH2486  GEOID HEIGHT    -        -22.528 (meters)                     GEOID18
 AH2486  NAD 83(2011) X  - -2,498,423.109 (meters)                     COMP
 AH2486  NAD 83(2011) Y  - -3,802,822.033 (meters)                     COMP
 AH2486  NAD 83(2011) Z  -  4,454,737.758 (meters)                     COMP
 AH2486
 AH2486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH2486  Standards:
 AH2486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH2486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH2486  -------------------------------------------------------------------
 AH2486  NETWORK    0.11   0.31           0.05   0.04   0.16      0.14262200
 AH2486  -------------------------------------------------------------------
 AH2486
 AH2486.The coordinates were established by GPS observations
 AH2486.and adjusted by the National Geodetic Survey in June 2019.
 AH2486
 AH2486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH2486.been affixed to the stable North American Tectonic Plate. 
 AH2486
 AH2486.The coordinates are valid at the epoch date displayed above
 AH2486.which is a decimal equivalence of Year/Month/Day.
 AH2486
 AH2486.Due to the release of the International GNSS Service (IGS) 2014
 AH2486.realization of the International Terrestrial Reference Frame of 2014
 AH2486.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH2486.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH2486.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH2486.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH2486.currently published epoch of 2010.00.
 AH2486
 AH2486.Additional information on MYCS2 is available at
 AH2486.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH2486
 AH2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2486.GEOID18 height accuracy estimate available here.
 AH2486
 AH2486.The PID for the CORS L1 Phase Center is DR9262.
 AH2486
 AH2486.Click photographs - Photos may exist for this station.
 AH2486
 AH2486.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH2486
 AH2486.The ellipsoidal height was determined by GPS observations
 AH2486.and is referenced to NAD 83.
 AH2486
 AH2486. The following values were computed from the NAD 83(2011) position.
 AH2486
 AH2486;                    North         East     Units Scale Factor Converg.
 AH2486;SPC OR N     -   105,971.630 2,277,335.426   MT  0.99994603   -1 59 20.3
 AH2486;SPC OR N     -   347,675.95  7,471,572.92   iFT  0.99994603   -1 59 20.3
 AH2486;UTM  10      - 4,936,954.982   475,821.361   MT  0.99960719   -0 12 49.7
 AH2486
 AH2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2486!SPC OR N     -   0.99998315  x   0.99994603  =   0.99992918
 AH2486!UTM  10      -   0.99998315  x   0.99960719  =   0.99959034
 AH2486
 AH2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ7582136954(NAD 83)
 AH2486
 AH2486                          SUPERSEDED SURVEY CONTROL
 AH2486
 AH2486  NAD 83(2011)-  44 35 07.91298(N)    123 18 16.51693(W) AD(2010.00) c
 AH2486  ELLIP H (08/??/11)  107.499  (m)                       GP(2010.00) c c
 AH2486  NAD 83(CORS)-  44 35 07.91068(N)    123 18 16.51921(W) AD(2002.00) c
 AH2486  ELLIP H (08/??/07)  107.495  (m)                       GP(2002.00) c c
 AH2486  NAD 83(CORS)-  44 35 07.91082(N)    123 18 16.51926(W) AD(2002.00) c
 AH2486  ELLIP H (03/??/02)  107.514  (m)                       GP(2002.00) c c
 AH2486  NAD 83(CORS)-  44 35 07.90982(N)    123 18 16.52002(W) AD(1997.00) c
 AH2486  ELLIP H (08/??/98)  107.528  (m)                       GP(1997.00) c c
 AH2486
 AH2486.Superseded values are not recommended for survey control.
 AH2486
 AH2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2486.See file dsdata.pdf to determine how the superseded data were derived.
 AH2486
 AH2486_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH2486
 AH2486                          STATION DESCRIPTION
 AH2486
 AH2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH2486'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH2486'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH2486'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH2486'https://geodesy.noaa.gov/CORS/data.shtml
 AH2486'https://geodesy.noaa.gov/CORS




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