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 17, 2025 21:42:07 EST
DN6079 ***********************************************************************
DN6079 HT_MOD - This is a Height Modernization Survey Station.
DN6079 CORS - This is a GPS Continuously Operating Reference Station.
DN6079 DESIGNATION - MODOT CANTON CORS ARP
DN6079 CORS_ID - MOCN
DN6079 PID - DN6079
DN6079 STATE/COUNTY- MO/LEWIS
DN6079 COUNTRY - US
DN6079 USGS QUAD - CANTON (2017)
DN6079
DN6079 *CURRENT SURVEY CONTROL
DN6079 ______________________________________________________________________
DN6079* NAD 83(2011) POSITION- 40 08 36.68875(N) 091 32 37.66726(W) ADJUSTED
DN6079* NAD 83(2011) ELLIP HT- 159.418 (meters) (06/??/19) ADJUSTED
DN6079* NAD 83(2011) EPOCH - 2010.00
DN6079* NAVD 88 ORTHO HEIGHT - 192.32 (meters) 631.0 (feet) GPS OBS
DN6079 ______________________________________________________________________
DN6079 GEOID HEIGHT - -32.822 (meters) GEOID18
DN6079 NAD 83(2011) X - -131,541.678 (meters) COMP
DN6079 NAD 83(2011) Y - -4,880,798.202 (meters) COMP
DN6079 NAD 83(2011) Z - 4,090,283.501 (meters) COMP
DN6079
DN6079 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN6079 Standards:
DN6079 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN6079 Horiz Ellip SD_N SD_E SD_h (unitless)
DN6079 -------------------------------------------------------------------
DN6079 NETWORK 0.15 0.25 0.04 0.08 0.13 0.10304200
DN6079 -------------------------------------------------------------------
DN6079
DN6079.The coordinates were established by GPS observations
DN6079.and adjusted by the National Geodetic Survey in June 2019.
DN6079
DN6079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN6079.been affixed to the stable North American Tectonic Plate.
DN6079
DN6079.The coordinates are valid at the epoch date displayed above
DN6079.which is a decimal equivalence of Year/Month/Day.
DN6079
DN6079.Due to the release of the International GNSS Service (IGS) 2014
DN6079.realization of the International Terrestrial Reference Frame of 2014
DN6079.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN6079.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN6079.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN6079.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN6079.currently published epoch of 2010.00.
DN6079
DN6079.Additional information on MYCS2 is available at
DN6079.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN6079
DN6079.The orthometric height was determined by GPS observations and a
DN6079.high-resolution geoid model using precise GPS observation and
DN6079.processing techniques.
DN6079
DN6079.Significant digits in the geoid height do not necessarily reflect accuracy.
DN6079.GEOID18 height accuracy estimate available here.
DN6079
DN6079.The PID for the CORS L1 Phase Center is DR3596.
DN6079
DN6079.Click photographs - Photos may exist for this station.
DN6079
DN6079.The XYZ, and position/ellipsoidal ht. are equivalent.
DN6079
DN6079.The ellipsoidal height was determined by GPS observations
DN6079.and is referenced to NAD 83.
DN6079
DN6079. The following values were computed from the NAD 83(2011) position.
DN6079
DN6079; North East Units Scale Factor Converg.
DN6079;SPC MO E - 478,906.124 161,058.178 MT 1.00003068 -0 40 22.7
DN6079;UTM 15 - 4,444,703.621 624,042.745 MT 0.99978941 +0 56 20.2
DN6079
DN6079! - Elev Factor x Scale Factor = Combined Factor
DN6079!SPC MO E - 0.99997499 x 1.00003068 = 1.00000567
DN6079!UTM 15 - 0.99997499 x 0.99978941 = 0.99976441
DN6079
DN6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE2404244703(NAD 83)
DN6079
DN6079 SUPERSEDED SURVEY CONTROL
DN6079
DN6079 NAD 83(2011)- 40 08 36.68890(N) 091 32 37.66723(W) AD(2010.00) c
DN6079 ELLIP H (03/??/12) 159.400 (m) GP(2010.00) c c
DN6079 NAD 83(CORS)- 40 08 36.68893(N) 091 32 37.66819(W) AD(2002.00) c
DN6079 ELLIP H (03/??/12) 159.400 (m) GP(2002.00) c c
DN6079
DN6079.Superseded values are not recommended for survey control.
DN6079
DN6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN6079.See file dsdata.pdf to determine how the superseded data were derived.
DN6079
DN6079_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN6079
DN6079 STATION DESCRIPTION
DN6079
DN6079'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN6079'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN6079'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN6079'ACCESSIBLE AT THE WORLDWIDE WEB.
DN6079'https://geodesy.noaa.gov/CORS/data.shtml
DN6079'https://geodesy.noaa.gov/CORS
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