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 19:10:59 EST
 DE9150 ***********************************************************************
 DE9150  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9150  DESIGNATION -  PTSG_PNGA_CN1999 CORS ARP
 DE9150  CORS_ID     -  PTSG
 DE9150  PID         -  DE9150
 DE9150  STATE/COUNTY-  CA/DEL NORTE
 DE9150  COUNTRY     -  US
 DE9150  USGS QUAD   -  CRESCENT CITY OE W (2018)
 DE9150
 DE9150                         *CURRENT SURVEY CONTROL
 DE9150  ______________________________________________________________________
 DE9150* NAD 83(2011) POSITION- 41 46 57.85541(N) 124 15 18.66116(W)   ADJUSTED
 DE9150* NAD 83(2011) ELLIP HT-    -9.796 (meters)        (06/??/19)   ADJUSTED
 DE9150* NAD 83(2011) EPOCH   -  2010.00
 DE9150  ______________________________________________________________________
 DE9150  GEOID HEIGHT    -        -28.860 (meters)                     GEOID18
 DE9150  NAD 83(2011) X  - -2,681,055.046 (meters)                     COMP
 DE9150  NAD 83(2011) Y  - -3,936,891.065 (meters)                     COMP
 DE9150  NAD 83(2011) Z  -  4,227,633.472 (meters)                     COMP
 DE9150
 DE9150  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9150  Standards:
 DE9150         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9150            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9150  -------------------------------------------------------------------
 DE9150  NETWORK    1.12   3.48           0.50   0.40   1.77     -0.04286200
 DE9150  -------------------------------------------------------------------
 DE9150
 DE9150.The coordinates were established by GPS observations
 DE9150.and adjusted by the National Geodetic Survey in June 2019.
 DE9150
 DE9150.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9150.been affixed to the stable North American Tectonic Plate. 
 DE9150
 DE9150.The coordinates are valid at the epoch date displayed above
 DE9150.which is a decimal equivalence of Year/Month/Day.
 DE9150
 DE9150.Due to the release of the International GNSS Service (IGS) 2014
 DE9150.realization of the International Terrestrial Reference Frame of 2014
 DE9150.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE9150.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE9150.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE9150.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE9150.currently published epoch of 2010.00.
 DE9150
 DE9150.Additional information on MYCS2 is available at
 DE9150.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE9150
 DE9150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9150.GEOID18 height accuracy estimate available here.
 DE9150
 DE9150.The PID for the CORS L1 Phase Center is DP8516.
 DE9150
 DE9150.Click photographs - Photos may exist for this station.
 DE9150
 DE9150.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9150
 DE9150.The ellipsoidal height was determined by GPS observations
 DE9150.and is referenced to NAD 83.
 DE9150
 DE9150. The following values were computed from the NAD 83(2011) position.
 DE9150
 DE9150;                    North         East     Units Scale Factor Converg.
 DE9150;SPC CA 1     -   774,402.651 1,812,536.879   MT  1.00003155   -1 28 28.7
 DE9150;SPC CA 1     - 2,540,686.03  5,946,631.41   sFT  1.00003155   -1 28 28.7
 DE9150;UTM  10      - 4,626,415.618   395,694.873   MT  0.99973388   -0 50 11.1
 DE9150
 DE9150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9150!SPC CA 1     -   1.00000154  x   1.00003155  =   1.00003309
 DE9150!UTM  10      -   1.00000154  x   0.99973388  =   0.99973542
 DE9150
 DE9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9569426415(NAD 83)
 DE9150
 DE9150                          SUPERSEDED SURVEY CONTROL
 DE9150
 DE9150  NAD 83(2011)-  41 46 57.85559(N)    124 15 18.66115(W) AD(2010.00) c
 DE9150  ELLIP H (08/??/11)   -9.794  (m)                       GP(2010.00) c c
 DE9150  NAD 83(CORS)-  41 46 57.85237(N)    124 15 18.66269(W) AD(2002.00) c
 DE9150  ELLIP H (11/??/08)   -9.808  (m)                       GP(2002.00) c c
 DE9150  NAD 83(CORS)-  41 46 57.85206(N)    124 15 18.66338(W) AD(2002.00) c
 DE9150  ELLIP H (12/??/02)   -9.810  (m)                       GP(2002.00) c c
 DE9150
 DE9150.Superseded values are not recommended for survey control.
 DE9150
 DE9150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9150.See file dsdata.pdf to determine how the superseded data were derived.
 DE9150
 DE9150_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9150
 DE9150                          STATION DESCRIPTION
 DE9150
 DE9150'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DE9150'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE9150'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE9150'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE9150'https://geodesy.noaa.gov/CORS/data.shtml
 DE9150'https://geodesy.noaa.gov/CORS




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