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 04:29:33 EST
 DJ3659 ***********************************************************************
 DJ3659  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ3659  DESIGNATION -  BOBO 6 CORS ARP
 DJ3659  CORS_ID     -  MSB6
 DJ3659  PID         -  DJ3659
 DJ3659  STATE/COUNTY-  MS/BOLIVAR
 DJ3659  COUNTRY     -  US
 DJ3659  USGS QUAD   -  DUNCAN (2018)
 DJ3659
 DJ3659                         *CURRENT SURVEY CONTROL
 DJ3659  ______________________________________________________________________
 DJ3659* NAD 83(2011) POSITION- 34 06 51.35586(N) 090 41 24.94868(W)   ADJUSTED
 DJ3659* NAD 83(2011) ELLIP HT-    25.373 (meters)        (06/??/19)   ADJUSTED
 DJ3659* NAD 83(2011) EPOCH   -  2010.00
 DJ3659  ______________________________________________________________________
 DJ3659  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DJ3659  NAD 83(2011) X  -    -63,683.047 (meters)                     COMP
 DJ3659  NAD 83(2011) Y  - -5,285,797.643 (meters)                     COMP
 DJ3659  NAD 83(2011) Z  -  3,556,961.540 (meters)                     COMP
 DJ3659
 DJ3659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ3659  Standards:
 DJ3659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ3659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ3659  -------------------------------------------------------------------
 DJ3659  NETWORK    0.17   0.37           0.05   0.08   0.19      0.01092400
 DJ3659  -------------------------------------------------------------------
 DJ3659
 DJ3659.The coordinates were established by GPS observations
 DJ3659.and adjusted by the National Geodetic Survey in June 2019.
 DJ3659
 DJ3659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ3659.been affixed to the stable North American Tectonic Plate. 
 DJ3659
 DJ3659.The coordinates are valid at the epoch date displayed above
 DJ3659.which is a decimal equivalence of Year/Month/Day.
 DJ3659
 DJ3659.Due to the release of the International GNSS Service (IGS) 2014
 DJ3659.realization of the International Terrestrial Reference Frame of 2014
 DJ3659.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ3659.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ3659.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ3659.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ3659.currently published epoch of 2010.00.
 DJ3659
 DJ3659.Additional information on MYCS2 is available at
 DJ3659.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ3659
 DJ3659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3659.GEOID18 height accuracy estimate available here.
 DJ3659
 DJ3659.The PID for the CORS L1 Phase Center is DJ3660.
 DJ3659
 DJ3659.Click photographs - Photos may exist for this station.
 DJ3659
 DJ3659.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ3659
 DJ3659.The ellipsoidal height was determined by GPS observations
 DJ3659.and is referenced to NAD 83.
 DJ3659
 DJ3659. The following values were computed from the NAD 83(2011) position.
 DJ3659
 DJ3659;                    North         East     Units Scale Factor Converg.
 DJ3659;SPC MS W     -   511,678.831   667,070.866   MT  0.99996336   -0 12 00.7
 DJ3659;SPC MS W     - 1,678,732.96  2,188,548.33   sFT  0.99996336   -0 12 00.7
 DJ3659;UTM  15      - 3,777,234.669   713,034.704   MT  1.00015948   +1 17 45.2
 DJ3659
 DJ3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3659!SPC MS W     -   0.99999602  x   0.99996336  =   0.99995938
 DJ3659!UTM  15      -   0.99999602  x   1.00015948  =   1.00015550
 DJ3659
 DJ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYT1303477234(NAD 83)
 DJ3659
 DJ3659                          SUPERSEDED SURVEY CONTROL
 DJ3659
 DJ3659  NAD 83(2011)-  34 06 51.35585(N)    090 41 24.94880(W) AD(2010.00) c
 DJ3659  ELLIP H (08/??/11)   25.363  (m)                       GP(2010.00) c c
 DJ3659  NAD 83(CORS)-  34 06 51.35579(N)    090 41 24.94912(W) AD(2002.00) c
 DJ3659  ELLIP H (12/??/09)   25.358  (m)                       GP(2002.00) c c
 DJ3659  NAD 83(CORS)-  34 06 51.35558(N)    090 41 24.94931(W) AD(2002.00) c
 DJ3659  ELLIP H (10/??/07)   25.369  (m)                       GP(2002.00) c c
 DJ3659
 DJ3659.Superseded values are not recommended for survey control.
 DJ3659
 DJ3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3659.See file dsdata.pdf to determine how the superseded data were derived.
 DJ3659
 DJ3659_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ3659
 DJ3659                          STATION DESCRIPTION
 DJ3659
 DJ3659'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DJ3659'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ3659'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ3659'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ3659'https://geodesy.noaa.gov/CORS/data.shtml
 DJ3659'https://geodesy.noaa.gov/CORS




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