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 11:57:40 EST
 DH3879 ***********************************************************************
 DH3879  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3879  DESIGNATION -  SIBLEYVOLCCN2005 CORS ARP
 DH3879  CORS_ID     -  P224
 DH3879  PID         -  DH3879
 DH3879  STATE/COUNTY-  CA/CONTRA COSTA
 DH3879  COUNTRY     -  US
 DH3879  USGS QUAD   -  OAKLAND EAST (2018)
 DH3879
 DH3879                         *CURRENT SURVEY CONTROL
 DH3879  ______________________________________________________________________
 DH3879* NAD 83(2011) POSITION- 37 51 50.01403(N) 122 13 08.56366(W)   ADJUSTED
 DH3879* NAD 83(2011) ELLIP HT-   407.889 (meters)        (06/??/19)   ADJUSTED
 DH3879* NAD 83(2011) EPOCH   -  2010.00
 DH3879  ______________________________________________________________________
 DH3879  GEOID HEIGHT    -        -32.167 (meters)                     GEOID18
 DH3879  NAD 83(2011) X  - -2,688,200.582 (meters)                     COMP
 DH3879  NAD 83(2011) Y  - -4,265,644.878 (meters)                     COMP
 DH3879  NAD 83(2011) Z  -  3,893,778.617 (meters)                     COMP
 DH3879
 DH3879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3879  Standards:
 DH3879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3879  -------------------------------------------------------------------
 DH3879  NETWORK    0.14   0.36           0.05   0.06   0.19      0.38558700
 DH3879  -------------------------------------------------------------------
 DH3879
 DH3879.The coordinates were established by GPS observations
 DH3879.and adjusted by the National Geodetic Survey in June 2019.
 DH3879
 DH3879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3879.been affixed to the stable North American Tectonic Plate. 
 DH3879
 DH3879.The coordinates are valid at the epoch date displayed above
 DH3879.which is a decimal equivalence of Year/Month/Day.
 DH3879
 DH3879.Due to the release of the International GNSS Service (IGS) 2014
 DH3879.realization of the International Terrestrial Reference Frame of 2014
 DH3879.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3879.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3879.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3879.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3879.currently published epoch of 2010.00.
 DH3879
 DH3879.Additional information on MYCS2 is available at
 DH3879.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3879
 DH3879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3879.GEOID18 height accuracy estimate available here.
 DH3879
 DH3879.The PID for the CORS L1 Phase Center is DP6047.
 DH3879
 DH3879.Click photographs - Photos may exist for this station.
 DH3879
 DH3879.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3879
 DH3879.The ellipsoidal height was determined by GPS observations
 DH3879.and is referenced to NAD 83.
 DH3879
 DH3879. The following values were computed from the NAD 83(2011) position.
 DH3879
 DH3879;                    North         East     Units Scale Factor Converg.
 DH3879;SPC CA 3     -   652,755.667 1,848,752.301   MT  0.99993111   -1 03 08.8
 DH3879;SPC CA 3     - 2,141,582.55  6,065,448.17   sFT  0.99993111   -1 03 08.8
 DH3879;UTM  10      - 4,191,001.171   568,692.782   MT  0.99965812   +0 28 45.7
 DH3879
 DH3879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3879!SPC CA 3     -   0.99993600  x   0.99993111  =   0.99986711
 DH3879!UTM  10      -   0.99993600  x   0.99965812  =   0.99959414
 DH3879
 DH3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG6869291001(NAD 83)
 DH3879
 DH3879                          SUPERSEDED SURVEY CONTROL
 DH3879
 DH3879  NAD 83(2011)-  37 51 50.01427(N)    122 13 08.56363(W) AD(2010.00) c
 DH3879  ELLIP H (08/??/11)  407.882  (m)                       GP(2010.00) c c
 DH3879  NAD 83(CORS)-  37 51 50.00906(N)    122 13 08.55850(W) AD(2002.00) c
 DH3879  ELLIP H (06/??/05)  407.872  (m)                       GP(2002.00) c c
 DH3879
 DH3879.Superseded values are not recommended for survey control.
 DH3879
 DH3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3879.See file dsdata.pdf to determine how the superseded data were derived.
 DH3879
 DH3879_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3879
 DH3879                          STATION DESCRIPTION
 DH3879
 DH3879'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DH3879'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3879'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3879'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3879'https://geodesy.noaa.gov/CORS/data.shtml
 DH3879'https://geodesy.noaa.gov/CORS




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