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 18, 2025 00:03:31 EST
 AJ6962 ***********************************************************************
 AJ6962  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ6962  DESIGNATION -  SHLD_PNGA_NV1999 CORS ARP
 AJ6962  CORS_ID     -  SHLD
 AJ6962  PID         -  AJ6962
 AJ6962  STATE/COUNTY-  NV/HUMBOLDT
 AJ6962  COUNTRY     -  US
 AJ6962  USGS QUAD   -  VIRGIN VALLEY (2018)
 AJ6962
 AJ6962                         *CURRENT SURVEY CONTROL
 AJ6962  ______________________________________________________________________
 AJ6962* NAD 83(2011) POSITION- 41 52 06.10631(N) 119 00 56.41071(W)   ADJUSTED
 AJ6962* NAD 83(2011) ELLIP HT-  1458.089 (meters)        (06/??/19)   ADJUSTED
 AJ6962* NAD 83(2011) EPOCH   -  2010.00
 AJ6962  ______________________________________________________________________
 AJ6962  GEOID HEIGHT    -        -20.473 (meters)                     GEOID18
 AJ6962  NAD 83(2011) X  - -2,307,792.233 (meters)                     COMP
 AJ6962  NAD 83(2011) Y  - -4,160,683.435 (meters)                     COMP
 AJ6962  NAD 83(2011) Z  -  4,235,700.097 (meters)                     COMP
 AJ6962
 AJ6962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ6962  Standards:
 AJ6962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ6962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ6962  -------------------------------------------------------------------
 AJ6962  NETWORK    0.11   0.34           0.05   0.04   0.17     -0.05687500
 AJ6962  -------------------------------------------------------------------
 AJ6962
 AJ6962.The coordinates were established by GPS observations
 AJ6962.and adjusted by the National Geodetic Survey in June 2019.
 AJ6962
 AJ6962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ6962.been affixed to the stable North American Tectonic Plate. 
 AJ6962
 AJ6962.The coordinates are valid at the epoch date displayed above
 AJ6962.which is a decimal equivalence of Year/Month/Day.
 AJ6962
 AJ6962.Due to the release of the International GNSS Service (IGS) 2014
 AJ6962.realization of the International Terrestrial Reference Frame of 2014
 AJ6962.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ6962.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ6962.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ6962.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ6962.currently published epoch of 2010.00.
 AJ6962
 AJ6962.Additional information on MYCS2 is available at
 AJ6962.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ6962
 AJ6962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6962.GEOID18 height accuracy estimate available here.
 AJ6962
 AJ6962.The PID for the CORS L1 Phase Center is DJ5438.
 AJ6962
 AJ6962.Click photographs - Photos may exist for this station.
 AJ6962
 AJ6962.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ6962
 AJ6962.The ellipsoidal height was determined by GPS observations
 AJ6962.and is referenced to NAD 83.
 AJ6962
 AJ6962. The following values were computed from the NAD 83(2011) position.
 AJ6962
 AJ6962;                    North         East     Units Scale Factor Converg.
 AJ6962;SPC NV W     - 4,790,168.707   764,110.430   MT  0.99991584   -0 17 18.8
 AJ6962;SPC NV W     -15,715,745.17  2,506,918.97   sFT  0.99991584   -0 17 18.8
 AJ6962;UTM  11      - 4,637,125.169   332,719.598   MT  0.99994434   -1 20 44.2
 AJ6962
 AJ6962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6962!SPC NV W     -   0.99977136  x   0.99991584  =   0.99968722
 AJ6962!UTM  11      -   0.99977136  x   0.99994434  =   0.99971571
 AJ6962
 AJ6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLG3271937125(NAD 83)
 AJ6962
 AJ6962                          SUPERSEDED SURVEY CONTROL
 AJ6962
 AJ6962  NAD 83(2011)-  41 52 06.10639(N)    119 00 56.41069(W) AD(2010.00) c
 AJ6962  ELLIP H (08/??/11) 1458.088  (m)                       GP(2010.00) c c
 AJ6962  NAD 83(CORS)-  41 52 06.10546(N)    119 00 56.40989(W) AD(2002.00) c
 AJ6962  ELLIP H (03/??/02) 1458.087  (m)                       GP(2002.00) c c
 AJ6962  NAD 83(CORS)-  41 52 06.10422(N)    119 00 56.40984(W) AD(1997.00) c
 AJ6962  NAD 83(CORS)-  41 52 06.10422(N)    119 00 56.40984(W) AD(1997.00) c
 AJ6962  ELLIP H (01/??/02) 1458.125  (m)                       GP(1997.00) c c
 AJ6962  ELLIP H (01/??/02) 1458.125  (m)                       GP(1997.00) c c
 AJ6962
 AJ6962.Superseded values are not recommended for survey control.
 AJ6962
 AJ6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6962.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6962
 AJ6962_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ6962
 AJ6962                          STATION DESCRIPTION
 AJ6962
 AJ6962'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ6962'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ6962'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ6962'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ6962'https://geodesy.noaa.gov/CORS/data.shtml
 AJ6962'https://geodesy.noaa.gov/CORS




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