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 09:19:49 EST
 DQ9796 ***********************************************************************
 DQ9796  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ9796  DESIGNATION -  MTLG LODGE GRASS CORS ARP
 DQ9796  CORS_ID     -  MTLG
 DQ9796  PID         -  DQ9796
 DQ9796  STATE/COUNTY-  MT/BIG HORN
 DQ9796  COUNTRY     -  US
 DQ9796  USGS QUAD   -  LODGE GRASS (2017)
 DQ9796
 DQ9796                         *CURRENT SURVEY CONTROL
 DQ9796  ______________________________________________________________________
 DQ9796* NAD 83(2011) POSITION- 45 18 44.66277(N) 107 20 30.20525(W)   ADJUSTED
 DQ9796* NAD 83(2011) ELLIP HT-  1053.010 (meters)        (08/??/19)   ADJUSTED
 DQ9796* NAD 83(2011) EPOCH   -  2010.00
 DQ9796  ______________________________________________________________________
 DQ9796  GEOID HEIGHT    -        -14.441 (meters)                     GEOID18
 DQ9796  NAD 83(2011) X  - -1,339,441.749 (meters)                     COMP
 DQ9796  NAD 83(2011) Y  - -4,289,448.080 (meters)                     COMP
 DQ9796  NAD 83(2011) Z  -  4,512,580.194 (meters)                     COMP
 DQ9796
 DQ9796.Formal positional accuracy estimates are not available for this CORS
 DQ9796.because its coordinates were determined in part using modeled
 DQ9796.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ9796.and ellipsoid height can be obtained from the short-term time series.
 DQ9796.Additional information regarding modeled velocities is available on
 DQ9796.the CORS Coordinates for MYCS2 web page:
 DQ9796.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ9796
 DQ9796.The coordinates were established by GPS observations
 DQ9796.and adjusted by the National Geodetic Survey in August 2019.
 DQ9796
 DQ9796.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9796.been affixed to the stable North American Tectonic Plate. 
 DQ9796
 DQ9796.The coordinates are valid at the epoch date displayed above
 DQ9796.which is a decimal equivalence of Year/Month/Day.
 DQ9796
 DQ9796.Due to the release of the International GNSS Service (IGS) 2014
 DQ9796.realization of the International Terrestrial Reference Frame of 2014
 DQ9796.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ9796.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ9796.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ9796.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ9796.currently published epoch of 2010.00.
 DQ9796
 DQ9796.Additional information on MYCS2 is available at
 DQ9796.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ9796
 DQ9796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9796.GEOID18 height accuracy estimate available here.
 DQ9796
 DQ9796.The PID for the CORS L1 Phase Center is DQ9797.
 DQ9796
 DQ9796.Click photographs - Photos may exist for this station.
 DQ9796
 DQ9796.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ9796
 DQ9796.The ellipsoidal height was determined by GPS observations
 DQ9796.and is referenced to NAD 83.
 DQ9796
 DQ9796. The following values were computed from the NAD 83(2011) position.
 DQ9796
 DQ9796;                    North         East     Units Scale Factor Converg.
 DQ9796;SPC MT       -   120,411.755   769,195.239   MT  0.99982684   +1 34 43.6
 DQ9796;SPC MT       -   395,051.69  2,523,606.43   iFT  0.99982684   +1 34 43.6
 DQ9796;UTM  13      - 5,020,323.308   316,442.554   MT  1.00001429   -1 39 55.1
 DQ9796
 DQ9796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9796!SPC MT       -   0.99983494  x   0.99982684  =   0.99966180
 DQ9796!UTM  13      -   0.99983494  x   1.00001429  =   0.99984922
 DQ9796
 DQ9796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCL1644220323(NAD 83)
 DQ9796
 DQ9796                          SUPERSEDED SURVEY CONTROL
 DQ9796
 DQ9796  NAD 83(2011)-  45 18 44.66294(N)    107 20 30.20520(W) AD(2010.00) c
 DQ9796  ELLIP H (11/??/18) 1053.009  (m)                       GP(2010.00) c c
 DQ9796
 DQ9796.Superseded values are not recommended for survey control.
 DQ9796
 DQ9796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9796.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9796
 DQ9796_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ9796
 DQ9796                          STATION DESCRIPTION
 DQ9796
 DQ9796'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DQ9796'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ9796'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ9796'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ9796'https://geodesy.noaa.gov/CORS/data.shtml
 DQ9796'https://geodesy.noaa.gov/CORS




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