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 18, 2025 18:41:00 EST
 DE9607 ***********************************************************************
 DE9607  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9607  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9607  DESIGNATION -  MEDORA 3 CORS ARP
 DE9607  CORS_ID     -  MDR3
 DE9607  PID         -  DE9607
 DE9607  STATE/COUNTY-  ND/BILLINGS
 DE9607  COUNTRY     -  US
 DE9607  USGS QUAD   -  FRYBURG NE (2018)
 DE9607
 DE9607                         *CURRENT SURVEY CONTROL
 DE9607  ______________________________________________________________________
 DE9607* NAD 83(2011) POSITION- 46 54 18.56208(N) 103 16 28.79585(W)   ADJUSTED
 DE9607* NAD 83(2011) ELLIP HT-   822.940 (meters)        (06/??/19)   ADJUSTED
 DE9607* NAD 83(2011) EPOCH   -  2010.00
 DE9607* NAVD 88 ORTHO HEIGHT -   839.74  (meters)     2755.0   (feet) GPS OBS
 DE9607  ______________________________________________________________________
 DE9607  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE9607  GEOID HEIGHT    -        -16.604 (meters)                     GEOID99
 DE9607  GEOID HEIGHT    -        -16.816 (meters)                     GEOID18
 DE9607  NAD 83(2011) X  - -1,002,508.038 (meters)                     COMP
 DE9607  NAD 83(2011) Y  - -4,249,299.084 (meters)                     COMP
 DE9607  NAD 83(2011) Z  -  4,635,168.496 (meters)                     COMP
 DE9607
 DE9607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9607  Standards:
 DE9607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9607  -------------------------------------------------------------------
 DE9607  NETWORK    0.11   0.27           0.04   0.05   0.14      0.19673000
 DE9607  -------------------------------------------------------------------
 DE9607
 DE9607.The coordinates were established by GPS observations
 DE9607.and adjusted by the National Geodetic Survey in June 2019.
 DE9607
 DE9607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9607.been affixed to the stable North American Tectonic Plate. 
 DE9607
 DE9607.The coordinates are valid at the epoch date displayed above
 DE9607.which is a decimal equivalence of Year/Month/Day.
 DE9607
 DE9607.Due to the release of the International GNSS Service (IGS) 2014
 DE9607.realization of the International Terrestrial Reference Frame of 2014
 DE9607.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE9607.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE9607.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE9607.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE9607.currently published epoch of 2010.00.
 DE9607
 DE9607.Additional information on MYCS2 is available at
 DE9607.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE9607
 DE9607.The orthometric height was determined by GPS observations and a
 DE9607.high-resolution geoid model using precise GPS observation and
 DE9607.processing techniques.
 DE9607
 DE9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9607.GEOID18 height accuracy estimate available here.
 DE9607
 DE9607.The PID for the CORS L1 Phase Center is DE9608.
 DE9607
 DE9607.Click photographs - Photos may exist for this station.
 DE9607
 DE9607.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9607
 DE9607.The ellipsoidal height was determined by GPS observations
 DE9607.and is referenced to NAD 83.
 DE9607
 DE9607. The following values were computed from the NAD 83(2011) position.
 DE9607
 DE9607;                    North         East     Units Scale Factor Converg.
 DE9607;SPC ND S     -   141,399.687   388,654.255   MT  0.99993661   -2 01 25.7
 DE9607;SPC ND S     -   463,909.73  1,275,112.39   iFT  0.99993661   -2 01 25.7
 DE9607;UTM  13      - 5,196,069.438   631,400.189   MT  0.99981221   +1 15 36.2
 DE9607
 DE9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9607!SPC ND S     -   0.99987102  x   0.99993661  =   0.99980764
 DE9607!UTM  13      -   0.99987102  x   0.99981221  =   0.99968325
 DE9607
 DE9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3140096069(NAD 83)
 DE9607
 DE9607                          SUPERSEDED SURVEY CONTROL
 DE9607
 DE9607  ELLIP H (06/27/12)  822.930  (m)                       GP(2010.00) 0 0
 DE9607  NAD 83(2011)-  46 54 18.56213(N)    103 16 28.79577(W) AD(2010.00) c
 DE9607  NAD 83(2011)-  46 54 18.56211(N)    103 16 28.79586(W) AD(2010.00) c
 DE9607  ELLIP H (08/??/11)  822.938  (m)                       GP(2010.00) c c
 DE9607  NAD 83(CORS)-  46 54 18.56176(N)    103 16 28.79689(W) AD(2002.00) c
 DE9607  ELLIP H (08/??/07)  822.938  (m)                       GP(2002.00) c c
 DE9607  ELLIP H (02/10/07)  822.965  (m)                       GP(2002.00)    
 DE9607  NAD 83(2007)-  46 54 18.56192(N)    103 16 28.79632(W) AD(2002.00) c
 DE9607  NAD 83(CORS)-  46 54 18.56192(N)    103 16 28.79632(W) AD(2002.00) c
 DE9607  ELLIP H (11/??/02)  822.965  (m)                       GP(2002.00) c c
 DE9607
 DE9607.Superseded values are not recommended for survey control.
 DE9607
 DE9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9607.See file dsdata.pdf to determine how the superseded data were derived.
 DE9607
 DE9607_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9607
 DE9607                          STATION DESCRIPTION
 DE9607
 DE9607'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DE9607'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE9607'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE9607'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE9607'https://geodesy.noaa.gov/CORS/data.shtml
 DE9607'https://geodesy.noaa.gov/CORS




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