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 04:37:48 EST
 DL9798 ***********************************************************************
 DL9798  HT_MOD      -  This is a Height Modernization Survey Station.
 DL9798  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL9798  DESIGNATION -  MOHAVE FLOOD HQ CORS ARP
 DL9798  CORS_ID     -  KGMN
 DL9798  PID         -  DL9798
 DL9798  STATE/COUNTY-  AZ/MOHAVE
 DL9798  COUNTRY     -  US
 DL9798  USGS QUAD   -  KINGMAN (2018)
 DL9798
 DL9798                         *CURRENT SURVEY CONTROL
 DL9798  ______________________________________________________________________
 DL9798* NAD 83(2011) POSITION- 35 13 51.76815(N) 114 00 08.41871(W)   ADJUSTED
 DL9798* NAD 83(2011) ELLIP HT-  1016.435 (meters)        (06/??/19)   ADJUSTED
 DL9798* NAD 83(2011) EPOCH   -  2010.00
 DL9798* NAVD 88 ORTHO HEIGHT -  1044.69  (meters)     3427.5   (feet) GPS OBS
 DL9798  ______________________________________________________________________
 DL9798  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL9798  GEOID HEIGHT    -        -28.253 (meters)                     GEOID09
 DL9798  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DL9798  NAD 83(2011) X  - -2,121,941.224 (meters)                     COMP
 DL9798  NAD 83(2011) Y  - -4,765,434.557 (meters)                     COMP
 DL9798  NAD 83(2011) Z  -  3,659,420.842 (meters)                     COMP
 DL9798
 DL9798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL9798  Standards:
 DL9798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL9798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL9798  -------------------------------------------------------------------
 DL9798  NETWORK    0.21   0.34           0.06   0.10   0.17      0.70620600
 DL9798  -------------------------------------------------------------------
 DL9798
 DL9798.The coordinates were established by GPS observations
 DL9798.and adjusted by the National Geodetic Survey in June 2019.
 DL9798
 DL9798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL9798.been affixed to the stable North American Tectonic Plate. 
 DL9798
 DL9798.The coordinates are valid at the epoch date displayed above
 DL9798.which is a decimal equivalence of Year/Month/Day.
 DL9798
 DL9798.Due to the release of the International GNSS Service (IGS) 2014
 DL9798.realization of the International Terrestrial Reference Frame of 2014
 DL9798.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL9798.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL9798.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL9798.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL9798.currently published epoch of 2010.00.
 DL9798
 DL9798.Additional information on MYCS2 is available at
 DL9798.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL9798
 DL9798.The orthometric height was determined by GPS observations and a
 DL9798.high-resolution geoid model using precise GPS observation and
 DL9798.processing techniques.
 DL9798
 DL9798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9798.GEOID18 height accuracy estimate available here.
 DL9798
 DL9798.The PID for the CORS L1 Phase Center is DL9799.
 DL9798
 DL9798.Click photographs - Photos may exist for this station.
 DL9798
 DL9798.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL9798
 DL9798.The ellipsoidal height was determined by GPS observations
 DL9798.and is referenced to NAD 83.
 DL9798
 DL9798. The following values were computed from the NAD 83(2011) position.
 DL9798
 DL9798;                    North         East     Units Scale Factor Converg.
 DL9798;SPC AZ W     -   469,249.417   190,390.922   MT  0.99993983   -0 08 44.0
 DL9798;SPC AZ W     - 1,539,532.21    624,642.13   iFT  0.99993983   -0 08 44.0
 DL9798;UTM  11      - 3,902,784.920   772,812.407   MT  1.00051734   +1 43 49.2
 DL9798;UTM  12      - 3,902,797.793   226,761.810   MT  1.00052020   -1 43 59.0
 DL9798
 DL9798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9798!SPC AZ W     -   0.99984048  x   0.99993983  =   0.99978032
 DL9798!UTM  11      -   0.99984048  x   1.00051734  =   1.00035774
 DL9798!UTM  12      -   0.99984048  x   1.00052020  =   1.00036060
 DL9798
 DL9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQV7281202784(NAD 83)
 DL9798
 DL9798                          SUPERSEDED SURVEY CONTROL
 DL9798
 DL9798  ELLIP H (06/27/12) 1016.421  (m)                       GP(2010.00) 0 0
 DL9798  NAD 83(2011)-  35 13 51.76829(N)    114 00 08.41871(W) AD(2010.00) c
 DL9798  NAD 83(2011)-  35 13 51.76807(N)    114 00 08.41889(W) AD(2010.00) c
 DL9798  ELLIP H (08/??/11) 1016.433  (m)                       GP(2010.00) c c
 DL9798  NAD 83(CORS)-  35 13 51.76769(N)    114 00 08.41865(W) AD(2002.00) c
 DL9798  ELLIP H (07/??/10) 1016.427  (m)                       GP(2002.00) c c
 DL9798
 DL9798.Superseded values are not recommended for survey control.
 DL9798
 DL9798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9798.See file dsdata.pdf to determine how the superseded data were derived.
 DL9798
 DL9798_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL9798
 DL9798                          STATION DESCRIPTION
 DL9798
 DL9798'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL9798'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL9798'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL9798'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL9798'https://geodesy.noaa.gov/CORS/data.shtml
 DL9798'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:04