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 09:00:06 EST
 DI0964 ***********************************************************************
 DI0964  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0964  DESIGNATION -  MTS FRAM COOP CORS ARP
 DI0964  CORS_ID     -  FMTS
 DI0964  PID         -  DI0964
 DI0964  STATE/COUNTY-  MA/MIDDLESEX
 DI0964  COUNTRY     -  US
 DI0964  USGS QUAD   -  FRAMINGHAM (2018)
 DI0964
 DI0964                         *CURRENT SURVEY CONTROL
 DI0964  ______________________________________________________________________
 DI0964* NAD 83(2011) POSITION- 42 18 00.17146(N) 071 26 30.86619(W)   ADJUSTED
 DI0964* NAD 83(2011) ELLIP HT-    44.035 (meters)        (06/??/19)   ADJUSTED
 DI0964* NAD 83(2011) EPOCH   -  2010.00
 DI0964  ______________________________________________________________________
 DI0964  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 DI0964  NAD 83(2011) X  -  1,503,700.553 (meters)                     COMP
 DI0964  NAD 83(2011) Y  - -4,478,990.125 (meters)                     COMP
 DI0964  NAD 83(2011) Z  -  4,270,342.608 (meters)                     COMP
 DI0964
 DI0964  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0964  Standards:
 DI0964         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0964            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0964  -------------------------------------------------------------------
 DI0964  NETWORK    0.10   0.27           0.05   0.04   0.14      0.04489500
 DI0964  -------------------------------------------------------------------
 DI0964
 DI0964.The coordinates were established by GPS observations
 DI0964.and adjusted by the National Geodetic Survey in June 2019.
 DI0964
 DI0964.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0964.been affixed to the stable North American Tectonic Plate. 
 DI0964
 DI0964.The coordinates are valid at the epoch date displayed above
 DI0964.which is a decimal equivalence of Year/Month/Day.
 DI0964
 DI0964.Due to the release of the International GNSS Service (IGS) 2014
 DI0964.realization of the International Terrestrial Reference Frame of 2014
 DI0964.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DI0964.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DI0964.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DI0964.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DI0964.currently published epoch of 2010.00.
 DI0964
 DI0964.Additional information on MYCS2 is available at
 DI0964.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DI0964
 DI0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0964.GEOID18 height accuracy estimate available here.
 DI0964
 DI0964.The PID for the CORS L1 Phase Center is DI0965.
 DI0964
 DI0964.Click photographs - Photos may exist for this station.
 DI0964
 DI0964.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0964
 DI0964.The ellipsoidal height was determined by GPS observations
 DI0964.and is referenced to NAD 83.
 DI0964
 DI0964. The following values were computed from the NAD 83(2011) position.
 DI0964
 DI0964;                    North         East     Units Scale Factor Converg.
 DI0964;SPC MA M     -   894,397.933   204,790.187   MT  0.99996605   +0 02 20.5
 DI0964;SPC MA M     - 2,934,370.55    671,882.47   sFT  0.99996605   +0 02 20.5
 DI0964;UTM  19      - 4,685,978.744   298,714.033   MT  1.00009854   -1 38 38.4
 DI0964
 DI0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0964!SPC MA M     -   0.99999309  x   0.99996605  =   0.99995914
 DI0964!UTM  19      -   0.99999309  x   1.00009854  =   1.00009163
 DI0964
 DI0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG9871485978(NAD 83)
 DI0964
 DI0964                          SUPERSEDED SURVEY CONTROL
 DI0964
 DI0964  NAD 83(2011)-  42 18 00.17158(N)    071 26 30.86597(W) AD(2010.00) c
 DI0964  ELLIP H (08/??/11)   44.044  (m)                       GP(2010.00) c c
 DI0964  NAD 83(CORS)-  42 18 00.17190(N)    071 26 30.86597(W) AD(2002.00) c
 DI0964  ELLIP H (08/??/06)   44.043  (m)                       GP(2002.00) c c
 DI0964
 DI0964.Superseded values are not recommended for survey control.
 DI0964
 DI0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0964.See file dsdata.pdf to determine how the superseded data were derived.
 DI0964
 DI0964_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0964
 DI0964                          STATION DESCRIPTION
 DI0964
 DI0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DI0964'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DI0964'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DI0964'ACCESSIBLE AT THE WORLDWIDE WEB.
 DI0964'https://geodesy.noaa.gov/CORS/data.shtml
 DI0964'https://geodesy.noaa.gov/CORS




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