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 00:07:36 EST
 DH3622 ***********************************************************************
 DH3622  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3622  DESIGNATION -  GALLEGOSRNCS2004 CORS ARP
 DH3622  CORS_ID     -  P576
 DH3622  PID         -  DH3622
 DH3622  STATE/COUNTY-  CA/SAN LUIS OBISPO
 DH3622  COUNTRY     -  US
 DH3622  USGS QUAD   -  LIME MOUNTAIN (2018)
 DH3622
 DH3622                         *CURRENT SURVEY CONTROL
 DH3622  ______________________________________________________________________
 DH3622* NAD 83(2011) POSITION- 35 40 10.77006(N) 120 58 11.94796(W)   ADJUSTED
 DH3622* NAD 83(2011) ELLIP HT-   324.993 (meters)        (12/??/22)   ADJUSTED
 DH3622* NAD 83(2011) EPOCH   -  2010.00
 DH3622  ______________________________________________________________________
 DH3622  GEOID HEIGHT    -        -34.105 (meters)                     GEOID18
 DH3622  NAD 83(2011) X  - -2,669,544.299 (meters)                     COMP
 DH3622  NAD 83(2011) Y  - -4,448,144.295 (meters)                     COMP
 DH3622  NAD 83(2011) Z  -  3,698,666.042 (meters)                     COMP
 DH3622
 DH3622  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3622  Standards:
 DH3622         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3622            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3622  -------------------------------------------------------------------
 DH3622  NETWORK    0.21   0.65           0.08   0.09   0.33      0.22726900
 DH3622  -------------------------------------------------------------------
 DH3622
 DH3622.The coordinates were established by GPS observations
 DH3622.and adjusted by the National Geodetic Survey in December 2022.
 DH3622
 DH3622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3622.been affixed to the stable North American Tectonic Plate. 
 DH3622
 DH3622.The coordinates are valid at the epoch date displayed above
 DH3622.which is a decimal equivalence of Year/Month/Day.
 DH3622
 DH3622.Due to the release of the International GNSS Service (IGS) 2014
 DH3622.realization of the International Terrestrial Reference Frame of 2014
 DH3622.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3622.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3622.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3622.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3622.currently published epoch of 2010.00.
 DH3622
 DH3622.Additional information on MYCS2 is available at
 DH3622.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3622
 DH3622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3622.GEOID18 height accuracy estimate available here.
 DH3622
 DH3622.The PID for the CORS L1 Phase Center is DR8285.
 DH3622
 DH3622.Click photographs - Photos may exist for this station.
 DH3622
 DH3622.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3622
 DH3622.The ellipsoidal height was determined by GPS observations
 DH3622.and is referenced to NAD 83.
 DH3622
 DH3622. The following values were computed from the NAD 83(2011) position.
 DH3622
 DH3622;                    North         East     Units Scale Factor Converg.
 DH3622;SPC CA 5     -   744,655.835 1,731,128.348   MT  1.00005056   -1 41 34.5
 DH3622;SPC CA 5     - 2,443,091.69  5,679,543.59   sFT  1.00005056   -1 41 34.5
 DH3622;UTM  10      - 3,949,208.159   683,732.771   MT  1.00001600   +1 11 02.6
 DH3622
 DH3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3622!SPC CA 5     -   0.99994899  x   1.00005056  =   0.99999955
 DH3622!UTM  10      -   0.99994899  x   1.00001600  =   0.99996499
 DH3622
 DH3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8373249208(NAD 83)
 DH3622
 DH3622                          SUPERSEDED SURVEY CONTROL
 DH3622
 DH3622  NAD 83(2011)-  35 40 10.77008(N)    120 58 11.94793(W) AD(2010.00) c
 DH3622  ELLIP H (06/??/19)  325.004  (m)                       GP(2010.00) c c
 DH3622  NAD 83(2011)-  35 40 10.77026(N)    120 58 11.94787(W) AD(2010.00) c
 DH3622  ELLIP H (08/??/11)  324.999  (m)                       GP(2010.00) c c
 DH3622  NAD 83(CORS)-  35 40 10.76192(N)    120 58 11.93881(W) AD(2002.00) c
 DH3622  ELLIP H (08/??/07)  325.016  (m)                       GP(2002.00) c c
 DH3622  NAD 83(CORS)-  35 40 10.76117(N)    120 58 11.93831(W) AD(2002.00) c
 DH3622  ELLIP H (06/??/05)  325.008  (m)                       GP(2002.00) c c
 DH3622
 DH3622.Superseded values are not recommended for survey control.
 DH3622
 DH3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3622.See file dsdata.pdf to determine how the superseded data were derived.
 DH3622
 DH3622_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3622
 DH3622                          STATION DESCRIPTION
 DH3622
 DH3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DH3622'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3622'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3622'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3622'https://geodesy.noaa.gov/CORS/data.shtml
 DH3622'https://geodesy.noaa.gov/CORS




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