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 22:40:26 EST
DL6462 ***********************************************************************
DL6462 CORS - This is a GPS Continuously Operating Reference Station.
DL6462 DESIGNATION - EROS_USGS_SD2006 CORS ARP
DL6462 CORS_ID - ECSD
DL6462 PID - DL6462
DL6462 STATE/COUNTY- SD/MINNEHAHA
DL6462 COUNTRY - US
DL6462 USGS QUAD - GARRETSON WEST (2017)
DL6462
DL6462 *CURRENT SURVEY CONTROL
DL6462 ______________________________________________________________________
DL6462* NAD 83(2011) POSITION- 43 44 01.29265(N) 096 36 50.38571(W) ADJUSTED
DL6462* NAD 83(2011) ELLIP HT- 445.297 (meters) (06/??/19) ADJUSTED
DL6462* NAD 83(2011) EPOCH - 2010.00
DL6462 ______________________________________________________________________
DL6462 GEOID HEIGHT - -26.193 (meters) GEOID18
DL6462 NAD 83(2011) X - -531,704.886 (meters) COMP
DL6462 NAD 83(2011) Y - -4,585,579.986 (meters) COMP
DL6462 NAD 83(2011) Z - 4,387,066.967 (meters) COMP
DL6462
DL6462 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6462 Standards:
DL6462 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6462 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6462 -------------------------------------------------------------------
DL6462 NETWORK 0.16 0.37 0.06 0.07 0.19 0.06789800
DL6462 -------------------------------------------------------------------
DL6462
DL6462.The coordinates were established by GPS observations
DL6462.and adjusted by the National Geodetic Survey in June 2019.
DL6462
DL6462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6462.been affixed to the stable North American Tectonic Plate.
DL6462
DL6462.The coordinates are valid at the epoch date displayed above
DL6462.which is a decimal equivalence of Year/Month/Day.
DL6462
DL6462.Due to the release of the International GNSS Service (IGS) 2014
DL6462.realization of the International Terrestrial Reference Frame of 2014
DL6462.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6462.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6462.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6462.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6462.currently published epoch of 2010.00.
DL6462
DL6462.Additional information on MYCS2 is available at
DL6462.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6462
DL6462.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6462.GEOID18 height accuracy estimate available here.
DL6462
DL6462.The PID for the CORS L1 Phase Center is DL6463.
DL6462
DL6462.Click photographs - Photos may exist for this station.
DL6462
DL6462.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6462
DL6462.The ellipsoidal height was determined by GPS observations
DL6462.and is referenced to NAD 83.
DL6462
DL6462. The following values were computed from the NAD 83(2011) position.
DL6462
DL6462; North East Units Scale Factor Converg.
DL6462;SPC SD S - 162,275.570 899,517.526 MT 0.99990889 +2 33 56.9
DL6462;SPC SD S - 532,399.10 2,951,167.08 sFT 0.99990889 +2 33 56.9
DL6462;UTM 14 - 4,845,062.043 692,151.847 MT 1.00005416 +1 38 59.9
DL6462
DL6462! - Elev Factor x Scale Factor = Combined Factor
DL6462!SPC SD S - 0.99993018 x 0.99990889 = 0.99983907
DL6462!UTM 14 - 0.99993018 x 1.00005416 = 0.99998433
DL6462
DL6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9215145062(NAD 83)
DL6462
DL6462 SUPERSEDED SURVEY CONTROL
DL6462
DL6462 NAD 83(2011)- 43 44 01.29269(N) 096 36 50.38570(W) AD(2010.00) c
DL6462 ELLIP H (08/??/11) 445.286 (m) GP(2010.00) c c
DL6462 NAD 83(CORS)- 43 44 01.29256(N) 096 36 50.38640(W) AD(2002.00) c
DL6462 ELLIP H (02/??/10) 445.284 (m) GP(2002.00) c c
DL6462
DL6462.Superseded values are not recommended for survey control.
DL6462
DL6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6462.See file dsdata.pdf to determine how the superseded data were derived.
DL6462
DL6462_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL6462
DL6462 STATION DESCRIPTION
DL6462
DL6462'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL6462'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL6462'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL6462'ACCESSIBLE AT THE WORLDWIDE WEB.
DL6462'https://geodesy.noaa.gov/CORS/data.shtml
DL6462'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 22:40:26 EST
DL6464 ***********************************************************************
DL6464 HT_MOD - This is a Height Modernization Survey Station.
DL6464 CORS - This is a GPS Continuously Operating Reference Station.
DL6464 DESIGNATION - EROS_USGS_SD2006 CORS GRP
DL6464 CORS_ID - ECSD
DL6464 PID - DL6464
DL6464 STATE/COUNTY- SD/MINNEHAHA
DL6464 COUNTRY - US
DL6464 USGS QUAD - GARRETSON WEST (2017)
DL6464
DL6464 *CURRENT SURVEY CONTROL
DL6464 ______________________________________________________________________
DL6464* NAD 83(2011) POSITION- 43 44 01.29265(N) 096 36 50.38571(W) ADJUSTED
DL6464* NAD 83(2011) ELLIP HT- 445.289 (meters) (06/??/19) ADJUSTED
DL6464* NAD 83(2011) EPOCH - 2010.00
DL6464* NAVD 88 ORTHO HEIGHT - 471.47 (meters) 1546.8 (feet) GPS OBS
DL6464 ______________________________________________________________________
DL6464 GEOID HEIGHT - -26.193 (meters) GEOID18
DL6464 NAD 83(2011) X - -531,704.885 (meters) COMP
DL6464 NAD 83(2011) Y - -4,585,579.980 (meters) COMP
DL6464 NAD 83(2011) Z - 4,387,066.961 (meters) COMP
DL6464 LAPLACE CORR - 0.06 (seconds) DEFLEC18
DL6464
DL6464 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6464 Standards:
DL6464 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6464 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6464 -------------------------------------------------------------------
DL6464 NETWORK 0.16 0.37 0.06 0.07 0.19 0.06789800
DL6464 -------------------------------------------------------------------
DL6464
DL6464.The horizontal coordinates were established by GPS observations
DL6464.and adjusted by the National Geodetic Survey in June 2019.
DL6464
DL6464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6464.been affixed to the stable North American Tectonic Plate.
DL6464
DL6464.The horizontal coordinates are valid at the epoch date displayed above
DL6464.which is a decimal equivalence of Year/Month/Day.
DL6464
DL6464.Due to the release of the International GNSS Service (IGS) 2014
DL6464.realization of the International Terrestrial Reference Frame of 2014
DL6464.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6464.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6464.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6464.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6464.currently published epoch of 2010.00.
DL6464
DL6464.Additional information on MYCS2 is available at
DL6464.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6464
DL6464.The orthometric height was determined by GPS observations and a
DL6464.high-resolution geoid model using precise GPS observation and
DL6464.processing techniques.
DL6464
DL6464.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6464.GEOID18 height accuracy estimate available here.
DL6464
DL6464.Click photographs - Photos may exist for this station.
DL6464
DL6464.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6464
DL6464.The Laplace correction was computed from DEFLEC18 derived deflections.
DL6464
DL6464.The ellipsoidal height was determined by GPS observations
DL6464.and is referenced to NAD 83.
DL6464
DL6464. The following values were computed from the NAD 83(2011) position.
DL6464
DL6464; North East Units Scale Factor Converg.
DL6464;SPC SD S - 162,275.570 899,517.526 MT 0.99990889 +2 33 56.9
DL6464;SPC SD S - 532,399.10 2,951,167.08 sFT 0.99990889 +2 33 56.9
DL6464;UTM 14 - 4,845,062.043 692,151.847 MT 1.00005416 +1 38 59.9
DL6464
DL6464! - Elev Factor x Scale Factor = Combined Factor
DL6464!SPC SD S - 0.99993018 x 0.99990889 = 0.99983908
DL6464!UTM 14 - 0.99993018 x 1.00005416 = 0.99998434
DL6464
DL6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPP9215145062(NAD 83)
DL6464
DL6464 SUPERSEDED SURVEY CONTROL
DL6464
DL6464 NAD 83(2011)- 43 44 01.29269(N) 096 36 50.38570(W) AD(2010.00) A
DL6464 ELLIP H (08/??/11) 445.278 (m) GP(2010.00) 4 1
DL6464 NAD 83(CORS)- 43 44 01.29256(N) 096 36 50.38640(W) AD(2002.00) A
DL6464 ELLIP H (02/??/10) 445.276 (m) GP(2002.00) 4 1
DL6464
DL6464.Superseded values are not recommended for survey control.
DL6464
DL6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6464.See file dsdata.pdf to determine how the superseded data were derived.
DL6464
DL6464_STAMPING: UNKNOWN
DL6464
DL6464 STATION DESCRIPTION
DL6464
DL6464'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'ECSD'
DL6464'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL6464'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL6464'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL6464' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL6464' https://geodesy.noaa.gov/corsdata/station_log
DL6464' https://geodesy.noaa.gov/CORS
DL6464'RECOVERED AS DESCRIBED.
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