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 07:19:34 EST
DO2369 ***********************************************************************
DO2369 HT_MOD - This is a Height Modernization Survey Station.
DO2369 CORS - This is a GPS Continuously Operating Reference Station.
DO2369 DESIGNATION - MELLENDDBMWI2012 CORS ARP
DO2369 CORS_ID - P803
DO2369 PID - DO2369
DO2369 STATE/COUNTY- WI/ASHLAND
DO2369 COUNTRY - US
DO2369 USGS QUAD - MELLEN (2018)
DO2369
DO2369 *CURRENT SURVEY CONTROL
DO2369 ______________________________________________________________________
DO2369* NAD 83(2011) POSITION- 46 19 35.20658(N) 090 41 01.10023(W) ADJUSTED
DO2369* NAD 83(2011) ELLIP HT- 415.183 (meters) (06/??/19) ADJUSTED
DO2369* NAD 83(2011) EPOCH - 2010.00
DO2369* NAVD 88 ORTHO HEIGHT - 445.76 (meters) 1462.5 (feet) GPS OBS
DO2369 ______________________________________________________________________
DO2369 GEOID HEIGHT - -30.600 (meters) GEOID18
DO2369 NAD 83(2011) X - -52,646.803 (meters) COMP
DO2369 NAD 83(2011) Y - -4,412,119.109 (meters) COMP
DO2369 NAD 83(2011) Z - 4,590,679.697 (meters) COMP
DO2369
DO2369 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DO2369 Standards:
DO2369 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DO2369 Horiz Ellip SD_N SD_E SD_h (unitless)
DO2369 -------------------------------------------------------------------
DO2369 NETWORK 0.20 0.47 0.07 0.09 0.24 -0.04161600
DO2369 -------------------------------------------------------------------
DO2369
DO2369.The coordinates were established by GPS observations
DO2369.and adjusted by the National Geodetic Survey in June 2019.
DO2369
DO2369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DO2369.been affixed to the stable North American Tectonic Plate.
DO2369
DO2369.The coordinates are valid at the epoch date displayed above
DO2369.which is a decimal equivalence of Year/Month/Day.
DO2369
DO2369.Due to the release of the International GNSS Service (IGS) 2014
DO2369.realization of the International Terrestrial Reference Frame of 2014
DO2369.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DO2369.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DO2369.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DO2369.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DO2369.currently published epoch of 2010.00.
DO2369
DO2369.Additional information on MYCS2 is available at
DO2369.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DO2369
DO2369.The orthometric height was determined by GPS observations and a
DO2369.high-resolution geoid model using precise GPS observation and
DO2369.processing techniques.
DO2369
DO2369.Significant digits in the geoid height do not necessarily reflect accuracy.
DO2369.GEOID18 height accuracy estimate available here.
DO2369
DO2369.The PID for the CORS L1 Phase Center is DO2370.
DO2369
DO2369.Click photographs - Photos may exist for this station.
DO2369
DO2369.The XYZ, and position/ellipsoidal ht. are equivalent.
DO2369
DO2369.The ellipsoidal height was determined by GPS observations
DO2369.and is referenced to NAD 83.
DO2369
DO2369. The following values were computed from the NAD 83(2011) position.
DO2369
DO2369; North East Units Scale Factor Converg.
DO2369;SPC WI N - 129,130.432 547,358.694 MT 0.99994917 -0 29 35.4
DO2369;SPC WI N - 423,655.43 1,795,792.65 sFT 0.99994917 -0 29 35.4
DO2369;UTM 15 - 5,132,926.512 678,301.283 MT 0.99999081 +1 40 33.0
DO2369
DO2369! - Elev Factor x Scale Factor = Combined Factor
DO2369!SPC WI N - 0.99993492 x 0.99994917 = 0.99988409
DO2369!UTM 15 - 0.99993492 x 0.99999081 = 0.99992573
DO2369
DO2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7830132926(NAD 83)
DO2369
DO2369 SUPERSEDED SURVEY CONTROL
DO2369
DO2369 NAD 83(2011)- 46 19 35.20683(N) 090 41 01.10002(W) AD(2010.00) c
DO2369 ELLIP H (11/??/12) 415.183 (m) GP(2010.00) c c
DO2369 NAVD 88 (05/27/14) 445.79 (m) GEOID12A model used GPS OBS
DO2369
DO2369.Superseded values are not recommended for survey control.
DO2369
DO2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DO2369.See file dsdata.pdf to determine how the superseded data were derived.
DO2369
DO2369_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DO2369
DO2369 STATION DESCRIPTION
DO2369
DO2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DO2369'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DO2369'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DO2369'ACCESSIBLE AT THE WORLDWIDE WEB.
DO2369'https://geodesy.noaa.gov/CORS/data.shtml
DO2369'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 07:19:34 EST
DO2371 ***********************************************************************
DO2371 HT_MOD - This is a Height Modernization Survey Station.
DO2371 CORS - This is a GPS Continuously Operating Reference Station.
DO2371 DESIGNATION - MELLENDDBMWI2012 CORS GRP
DO2371 CORS_ID - P803
DO2371 PID - DO2371
DO2371 STATE/COUNTY- WI/ASHLAND
DO2371 COUNTRY - US
DO2371 USGS QUAD - MELLEN (2018)
DO2371
DO2371 *CURRENT SURVEY CONTROL
DO2371 ______________________________________________________________________
DO2371* NAD 83(2011) POSITION- 46 19 35.20658(N) 090 41 01.10023(W) ADJUSTED
DO2371* NAD 83(2011) ELLIP HT- 415.175 (meters) (06/??/19) ADJUSTED
DO2371* NAD 83(2011) EPOCH - 2010.00
DO2371* NAVD 88 ORTHO HEIGHT - 445.77 (meters) 1462.5 (feet) GPS OBS
DO2371 ______________________________________________________________________
DO2371 GEOID HEIGHT - -30.600 (meters) GEOID18
DO2371 NAD 83(2011) X - -52,646.803 (meters) COMP
DO2371 NAD 83(2011) Y - -4,412,119.104 (meters) COMP
DO2371 NAD 83(2011) Z - 4,590,679.691 (meters) COMP
DO2371 LAPLACE CORR - -0.41 (seconds) DEFLEC18
DO2371
DO2371 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DO2371 Standards:
DO2371 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DO2371 Horiz Ellip SD_N SD_E SD_h (unitless)
DO2371 -------------------------------------------------------------------
DO2371 NETWORK 0.20 0.47 0.07 0.09 0.24 -0.04161600
DO2371 -------------------------------------------------------------------
DO2371
DO2371.The horizontal coordinates were established by GPS observations
DO2371.and adjusted by the National Geodetic Survey in June 2019.
DO2371
DO2371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DO2371.been affixed to the stable North American Tectonic Plate.
DO2371
DO2371.The horizontal coordinates are valid at the epoch date displayed above
DO2371.which is a decimal equivalence of Year/Month/Day.
DO2371
DO2371.Due to the release of the International GNSS Service (IGS) 2014
DO2371.realization of the International Terrestrial Reference Frame of 2014
DO2371.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DO2371.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DO2371.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DO2371.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DO2371.currently published epoch of 2010.00.
DO2371
DO2371.Additional information on MYCS2 is available at
DO2371.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DO2371
DO2371.The orthometric height was determined by GPS observations and a
DO2371.high-resolution geoid model using precise GPS observation and
DO2371.processing techniques.
DO2371
DO2371.Significant digits in the geoid height do not necessarily reflect accuracy.
DO2371.GEOID18 height accuracy estimate available here.
DO2371
DO2371.Click photographs - Photos may exist for this station.
DO2371
DO2371.The XYZ, and position/ellipsoidal ht. are equivalent.
DO2371
DO2371.The Laplace correction was computed from DEFLEC18 derived deflections.
DO2371
DO2371.The ellipsoidal height was determined by GPS observations
DO2371.and is referenced to NAD 83.
DO2371
DO2371. The following values were computed from the NAD 83(2011) position.
DO2371
DO2371; North East Units Scale Factor Converg.
DO2371;SPC WI N - 129,130.432 547,358.694 MT 0.99994917 -0 29 35.4
DO2371;SPC WI N - 423,655.43 1,795,792.65 sFT 0.99994917 -0 29 35.4
DO2371;UTM 15 - 5,132,926.512 678,301.283 MT 0.99999081 +1 40 33.0
DO2371
DO2371! - Elev Factor x Scale Factor = Combined Factor
DO2371!SPC WI N - 0.99993492 x 0.99994917 = 0.99988409
DO2371!UTM 15 - 0.99993492 x 0.99999081 = 0.99992573
DO2371
DO2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXM7830132926(NAD 83)
DO2371
DO2371 SUPERSEDED SURVEY CONTROL
DO2371
DO2371 NAD 83(2011)- 46 19 35.20683(N) 090 41 01.10002(W) AD(2010.00) A
DO2371 ELLIP H (11/??/12) 415.175 (m) GP(2010.00) 4 1
DO2371
DO2371.Superseded values are not recommended for survey control.
DO2371
DO2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DO2371.See file dsdata.pdf to determine how the superseded data were derived.
DO2371
DO2371_STAMPING: UNKNOWN
DO2371
DO2371 STATION DESCRIPTION
DO2371
DO2371'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P803'
DO2371'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DO2371'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DO2371'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DO2371' https://geodesy.noaa.gov/corsdata/coord/coord_14
DO2371' https://geodesy.noaa.gov/corsdata/station_log
DO2371' https://geodesy.noaa.gov/CORS
DO2371'RECOVERED AS DESCRIBED.
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