The NGS Data Sheet
See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
*** NOTE - The station below is destroyed.
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 20:26:09 EST
DM2690 ***********************************************************************
DM2690 CORS - This is a GPS Continuously Operating Reference Station.
DM2690 DESIGNATION - CENTER CITY CORS ARP
DM2690 CORS_ID - MNCC
DM2690 PID - DM2690
DM2690 STATE/COUNTY- MN/CHISAGO
DM2690 COUNTRY - US
DM2690 USGS QUAD - LINDSTROM (2019)
DM2690
DM2690 *CURRENT SURVEY CONTROL
DM2690 ______________________________________________________________________
DM2690* NAD 83(2011) POSITION- 45 23 56.04171(N) 092 49 20.83535(W) ADJUSTED
DM2690* NAD 83(2011) ELLIP HT- 269.941 (meters) (06/??/19) ADJUSTED
DM2690* NAD 83(2011) EPOCH - 2010.00
DM2690 ______________________________________________________________________
DM2690 GEOID HEIGHT - -27.573 (meters) GEOID18
DM2690 NAD 83(2011) X - -220,911.975 (meters) COMP
DM2690 NAD 83(2011) Y - -4,480,881.756 (meters) COMP
DM2690 NAD 83(2011) Z - 4,518,778.743 (meters) COMP
DM2690
DM2690 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DM2690 Standards:
DM2690 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DM2690 Horiz Ellip SD_N SD_E SD_h (unitless)
DM2690 -------------------------------------------------------------------
DM2690 NETWORK 0.16 0.45 0.07 0.07 0.23 -0.00568000
DM2690 -------------------------------------------------------------------
DM2690
DM2690.The coordinates were established by GPS observations
DM2690.and adjusted by the National Geodetic Survey in June 2019.
DM2690
DM2690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DM2690.been affixed to the stable North American Tectonic Plate.
DM2690
DM2690.The coordinates are valid at the epoch date displayed above
DM2690.which is a decimal equivalence of Year/Month/Day.
DM2690
DM2690.Due to the release of the International GNSS Service (IGS) 2014
DM2690.realization of the International Terrestrial Reference Frame of 2014
DM2690.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DM2690.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DM2690.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DM2690.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DM2690.currently published epoch of 2010.00.
DM2690
DM2690.Additional information on MYCS2 is available at
DM2690.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DM2690
DM2690.Significant digits in the geoid height do not necessarily reflect accuracy.
DM2690.GEOID18 height accuracy estimate available here.
DM2690
DM2690.The PID for the CORS L1 Phase Center is DM2691.
DM2690
DM2690.Click photographs - Photos may exist for this station.
DM2690
DM2690.The XYZ, and position/ellipsoidal ht. are equivalent.
DM2690
DM2690.The ellipsoidal height was determined by GPS observations
DM2690.and is referenced to NAD 83.
DM2690
DM2690. The following values were computed from the NAD 83(2011) position.
DM2690
DM2690; North East Units Scale Factor Converg.
DM2690;SPC MN C - 145,344.626 911,773.731 MT 1.00005428 +1 01 57.6
DM2690;SPC MN C - 476,851.49 2,991,377.65 sFT 1.00005428 +1 01 57.6
DM2690;UTM 15 - 5,027,280.071 513,895.883 MT 0.99960237 +0 07 35.1
DM2690
DM2690! - Elev Factor x Scale Factor = Combined Factor
DM2690!SPC MN C - 0.99995768 x 1.00005428 = 1.00001196
DM2690!UTM 15 - 0.99995768 x 0.99960237 = 0.99956007
DM2690
DM2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1389527280(NAD 83)
DM2690
DM2690 SUPERSEDED SURVEY CONTROL
DM2690
DM2690 ELLIP H (06/27/12) 269.958 (m) GP(2010.00) 0 0
DM2690 NAD 83(2011)- 45 23 56.04196(N) 092 49 20.83526(W) AD(2010.00) c
DM2690 NAD 83(2011)- 45 23 56.04178(N) 092 49 20.83534(W) AD(2010.00) c
DM2690 ELLIP H (08/??/11) 269.931 (m) GP(2010.00) c c
DM2690 NAD 83(CORS)- 45 23 56.04176(N) 092 49 20.83640(W) AD(2002.00) c
DM2690 ELLIP H (08/??/10) 269.948 (m) GP(2002.00) c c
DM2690
DM2690.Superseded values are not recommended for survey control.
DM2690
DM2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DM2690.See file dsdata.pdf to determine how the superseded data were derived.
DM2690
DM2690_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DM2690
DM2690 STATION DESCRIPTION
DM2690
DM2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DM2690'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DM2690'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DM2690'ACCESSIBLE AT THE WORLDWIDE WEB.
DM2690'https://geodesy.noaa.gov/CORS/data.shtml
DM2690'https://geodesy.noaa.gov/CORS
*** retrieval complete.
Elapsed Time = 00:00:04