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 13:27:15 EST
 AF9696 ***********************************************************************
 AF9696  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9696  DESIGNATION -  DURMID HILL CORS ARP
 AF9696  CORS_ID     -  DHLG
 AF9696  PID         -  AF9696
 AF9696  STATE/COUNTY-  CA/IMPERIAL
 AF9696  COUNTRY     -  US
 AF9696  USGS QUAD   -  DURMID (2018)
 AF9696
 AF9696                         *CURRENT SURVEY CONTROL
 AF9696  ______________________________________________________________________
 AF9696* NAD 83(2011) POSITION- 33 23 23.28790(N) 115 47 16.85576(W)   ADJUSTED
 AF9696* NAD 83(2011) ELLIP HT-   -82.151 (meters)        (06/??/19)   ADJUSTED
 AF9696* NAD 83(2011) EPOCH   -  2010.00
 AF9696  ______________________________________________________________________
 AF9696  GEOID HEIGHT    -        -33.759 (meters)                     GEOID18
 AF9696  NAD 83(2011) X  - -2,319,098.648 (meters)                     COMP
 AF9696  NAD 83(2011) Y  - -4,799,847.884 (meters)                     COMP
 AF9696  NAD 83(2011) Z  -  3,490,090.591 (meters)                     COMP
 AF9696
 AF9696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9696  Standards:
 AF9696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9696  -------------------------------------------------------------------
 AF9696  NETWORK    0.13   0.41           0.06   0.05   0.21      0.01817400
 AF9696  -------------------------------------------------------------------
 AF9696
 AF9696.The coordinates were established by GPS observations
 AF9696.and adjusted by the National Geodetic Survey in June 2019.
 AF9696
 AF9696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9696.been affixed to the stable North American Tectonic Plate. 
 AF9696
 AF9696.The coordinates are valid at the epoch date displayed above
 AF9696.which is a decimal equivalence of Year/Month/Day.
 AF9696
 AF9696.Due to the release of the International GNSS Service (IGS) 2014
 AF9696.realization of the International Terrestrial Reference Frame of 2014
 AF9696.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AF9696.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AF9696.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AF9696.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AF9696.currently published epoch of 2010.00.
 AF9696
 AF9696.Additional information on MYCS2 is available at
 AF9696.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AF9696
 AF9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9696.GEOID18 height accuracy estimate available here.
 AF9696
 AF9696.The PID for the CORS L1 Phase Center is DH8004.
 AF9696
 AF9696.Click photographs - Photos may exist for this station.
 AF9696
 AF9696.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9696
 AF9696.The ellipsoidal height was determined by GPS observations
 AF9696.and is referenced to NAD 83.
 AF9696
 AF9696. The following values were computed from the NAD 83(2011) position.
 AF9696
 AF9696;                    North         East     Units Scale Factor Converg.
 AF9696;SPC CA 6     -   635,744.270 2,042,980.999   MT  0.99995462   +0 15 13.9
 AF9696;SPC CA 6     - 2,085,770.99  6,702,680.16   sFT  0.99995462   +0 15 13.9
 AF9696;UTM  11      - 3,695,157.974   612,721.410   MT  0.99975665   +0 40 01.4
 AF9696
 AF9696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9696!SPC CA 6     -   1.00001290  x   0.99995462  =   0.99996752
 AF9696!UTM  11      -   1.00001290  x   0.99975665  =   0.99976954
 AF9696
 AF9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPS1272195157(NAD 83)
 AF9696
 AF9696                          SUPERSEDED SURVEY CONTROL
 AF9696
 AF9696  NAD 83(2011)-  33 23 23.28800(N)    115 47 16.85578(W) AD(2010.00) c
 AF9696  ELLIP H (08/??/11)  -82.156  (m)                       GP(2010.00) c c
 AF9696  NAD 83(CORS)-  33 23 23.28607(N)    115 47 16.85288(W) AD(2002.00) c
 AF9696  ELLIP H (03/??/08)  -82.163  (m)                       GP(2002.00) c c
 AF9696  NAD 83(CORS)-  33 23 23.28658(N)    115 47 16.85279(W) AD(2002.00) c
 AF9696  ELLIP H (03/??/02)  -82.180  (m)                       GP(2002.00) c c
 AF9696  NAD 83(CORS)-  33 23 23.28501(N)    115 47 16.85215(W) AD(1997.00) c
 AF9696  ELLIP H (07/??/00)  -82.143  (m)                       GP(1997.00) c c
 AF9696  NAD 83(CORS)-  33 23 23.28429(N)    115 47 16.85128(W) AD(1997.00) c
 AF9696  ELLIP H (07/??/98)  -82.141  (m)                       GP(1997.00) c c
 AF9696
 AF9696.Superseded values are not recommended for survey control.
 AF9696
 AF9696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9696.See file dsdata.pdf to determine how the superseded data were derived.
 AF9696
 AF9696_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9696
 AF9696                          STATION DESCRIPTION
 AF9696
 AF9696'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9696'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AF9696'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AF9696'ACCESSIBLE AT THE WORLDWIDE WEB.
 AF9696'https://geodesy.noaa.gov/CORS/data.shtml
 AF9696'https://geodesy.noaa.gov/CORS




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