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 02:45:53 EST
 DI0966 ***********************************************************************
 DI0966  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0966  DESIGNATION -  MTS FOX COOP CORS ARP
 DI0966  CORS_ID     -  XMTS
 DI0966  PID         -  DI0966
 DI0966  STATE/COUNTY-  MA/NORFOLK
 DI0966  COUNTRY     -  US
 DI0966  USGS QUAD   -  WRENTHAM (2018)
 DI0966
 DI0966                         *CURRENT SURVEY CONTROL
 DI0966  ______________________________________________________________________
 DI0966* NAD 83(2011) POSITION- 42 03 50.01853(N) 071 15 01.66929(W)   ADJUSTED
 DI0966* NAD 83(2011) ELLIP HT-    67.953 (meters)        (06/??/19)   ADJUSTED
 DI0966* NAD 83(2011) EPOCH   -  2010.00
 DI0966  ______________________________________________________________________
 DI0966  GEOID HEIGHT    -        -28.721 (meters)                     GEOID18
 DI0966  NAD 83(2011) X  -  1,524,325.289 (meters)                     COMP
 DI0966  NAD 83(2011) Y  - -4,490,636.896 (meters)                     COMP
 DI0966  NAD 83(2011) Z  -  4,250,920.782 (meters)                     COMP
 DI0966
 DI0966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0966  Standards:
 DI0966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0966  -------------------------------------------------------------------
 DI0966  NETWORK    0.13   0.35           0.05   0.05   0.18     -0.19028300
 DI0966  -------------------------------------------------------------------
 DI0966
 DI0966.The coordinates were established by GPS observations
 DI0966.and adjusted by the National Geodetic Survey in June 2019.
 DI0966
 DI0966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0966.been affixed to the stable North American Tectonic Plate. 
 DI0966
 DI0966.The coordinates are valid at the epoch date displayed above
 DI0966.which is a decimal equivalence of Year/Month/Day.
 DI0966
 DI0966.Due to the release of the International GNSS Service (IGS) 2014
 DI0966.realization of the International Terrestrial Reference Frame of 2014
 DI0966.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI0966.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI0966.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI0966.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI0966.currently published epoch of 2010.00.
 DI0966
 DI0966.Additional information on MYCS2 is available at
 DI0966.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI0966
 DI0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0966.GEOID18 height accuracy estimate available here.
 DI0966
 DI0966.The PID for the CORS L1 Phase Center is DI0967.
 DI0966
 DI0966.Click photographs - Photos may exist for this station.
 DI0966
 DI0966.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0966
 DI0966.The ellipsoidal height was determined by GPS observations
 DI0966.and is referenced to NAD 83.
 DI0966
 DI0966. The following values were computed from the NAD 83(2011) position.
 DI0966
 DI0966;                    North         East     Units Scale Factor Converg.
 DI0966;SPC MA M     -   868,196.232   220,652.875   MT  0.99996738   +0 10 03.4
 DI0966;SPC MA M     - 2,848,407.14    723,925.31   sFT  0.99996738   +0 10 03.4
 DI0966;UTM  19      - 4,659,320.860   313,803.528   MT  1.00002661   -1 30 29.3
 DI0966
 DI0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0966!SPC MA M     -   0.99998934  x   0.99996738  =   0.99995672
 DI0966!UTM  19      -   0.99998934  x   1.00002661  =   1.00001595
 DI0966
 DI0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG1380359320(NAD 83)
 DI0966
 DI0966                          SUPERSEDED SURVEY CONTROL
 DI0966
 DI0966  NAD 83(2011)-  42 03 50.01851(N)    071 15 01.66913(W) AD(2010.00) c
 DI0966  ELLIP H (08/??/11)   67.953  (m)                       GP(2010.00) c c
 DI0966  NAD 83(CORS)-  42 03 50.01897(N)    071 15 01.66916(W) AD(2002.00) c
 DI0966  ELLIP H (08/??/06)   67.939  (m)                       GP(2002.00) c c
 DI0966
 DI0966.Superseded values are not recommended for survey control.
 DI0966
 DI0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0966.See file dsdata.pdf to determine how the superseded data were derived.
 DI0966
 DI0966_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0966
 DI0966                          STATION DESCRIPTION
 DI0966
 DI0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI0966'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI0966'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI0966'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI0966'https://geodesy.noaa.gov/CORS/data.shtml
 DI0966'https://geodesy.noaa.gov/CORS




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