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 18:33:16 EST
 DF8970 ***********************************************************************
 DF8970  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8970  DESIGNATION -  BILLINGS WAAS 1 CORS ARP
 DF8970  CORS_ID     -  ZBI1
 DF8970  PID         -  DF8970
 DF8970  STATE/COUNTY-  MT/YELLOWSTONE
 DF8970  COUNTRY     -  US
 DF8970  USGS QUAD   -  BILLINGS WEST (2017)
 DF8970
 DF8970                         *CURRENT SURVEY CONTROL
 DF8970  ______________________________________________________________________
 DF8970* NAD 83(2011) POSITION- 45 48 13.54894(N) 108 32 12.74742(W)   ADJUSTED
 DF8970* NAD 83(2011) ELLIP HT-  1100.201 (meters)        (06/??/19)   ADJUSTED
 DF8970* NAD 83(2011) EPOCH   -  2010.00
 DF8970  ______________________________________________________________________
 DF8970  GEOID HEIGHT    -        -13.362 (meters)                     GEOID18
 DF8970  NAD 83(2011) X  - -1,416,231.772 (meters)                     COMP
 DF8970  NAD 83(2011) Y  - -4,223,635.191 (meters)                     COMP
 DF8970  NAD 83(2011) Z  -  4,550,857.916 (meters)                     COMP
 DF8970
 DF8970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF8970  Standards:
 DF8970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF8970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF8970  -------------------------------------------------------------------
 DF8970  NETWORK    0.15   0.24           0.05   0.07   0.12     -0.14569900
 DF8970  -------------------------------------------------------------------
 DF8970
 DF8970.The coordinates were established by GPS observations
 DF8970.and adjusted by the National Geodetic Survey in June 2019.
 DF8970
 DF8970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF8970.been affixed to the stable North American Tectonic Plate. 
 DF8970
 DF8970.The coordinates are valid at the epoch date displayed above
 DF8970.which is a decimal equivalence of Year/Month/Day.
 DF8970
 DF8970.Due to the release of the International GNSS Service (IGS) 2014
 DF8970.realization of the International Terrestrial Reference Frame of 2014
 DF8970.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF8970.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF8970.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF8970.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF8970.currently published epoch of 2010.00.
 DF8970
 DF8970.Additional information on MYCS2 is available at
 DF8970.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF8970
 DF8970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8970.GEOID18 height accuracy estimate available here.
 DF8970
 DF8970.The PID for the CORS L1 Phase Center is DF8971.
 DF8970
 DF8970.Click photographs - Photos may exist for this station.
 DF8970
 DF8970.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8970
 DF8970.The ellipsoidal height was determined by GPS observations
 DF8970.and is referenced to NAD 83.
 DF8970
 DF8970. The following values were computed from the NAD 83(2011) position.
 DF8970
 DF8970;                    North         East     Units Scale Factor Converg.
 DF8970;SPC MT       -   173,135.787   674,839.323   MT  0.99961276   +0 42 16.3
 DF8970;SPC MT       -   568,030.80  2,214,039.77   iFT  0.99961276   +0 42 16.3
 DF8970;UTM  12      - 5,075,195.151   691,397.065   MT  1.00005038   +1 45 59.4
 DF8970
 DF8970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8970!SPC MT       -   0.99982755  x   0.99961276  =   0.99944038
 DF8970!UTM  12      -   0.99982755  x   1.00005038  =   0.99987792
 DF8970
 DF8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR9139775195(NAD 83)
 DF8970
 DF8970                          SUPERSEDED SURVEY CONTROL
 DF8970
 DF8970  ELLIP H (06/27/12) 1100.176  (m)                       GP(2010.00) 0 0
 DF8970  NAD 83(2011)-  45 48 13.54891(N)    108 32 12.74711(W) AD(2010.00) c
 DF8970  NAD 83(2011)-  45 48 13.54904(N)    108 32 12.74735(W) AD(2010.00) c
 DF8970  ELLIP H (08/??/11) 1100.200  (m)                       GP(2010.00) c c
 DF8970  ELLIP H (02/10/07) 1100.202  (m)                       GP(2002.00)    
 DF8970  NAD 83(2007)-  45 48 13.54875(N)    108 32 12.74800(W) AD(2002.00) c
 DF8970  NAD 83(CORS)-  45 48 13.54875(N)    108 32 12.74800(W) AD(2002.00) c
 DF8970  ELLIP H (11/??/03) 1100.202  (m)                       GP(2002.00) c c
 DF8970
 DF8970.Superseded values are not recommended for survey control.
 DF8970
 DF8970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8970.See file dsdata.pdf to determine how the superseded data were derived.
 DF8970
 DF8970_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8970
 DF8970                          STATION DESCRIPTION
 DF8970
 DF8970'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DF8970'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF8970'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF8970'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF8970'https://geodesy.noaa.gov/CORS/data.shtml
 DF8970'https://geodesy.noaa.gov/CORS




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