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 02:01:49 EST
DL7761 ***********************************************************************
DL7761 CORS - This is a GPS Continuously Operating Reference Station.
DL7761 DESIGNATION - MCDERMITT_OR2008 CORS ARP
DL7761 CORS_ID - P739
DL7761 PID - DL7761
DL7761 STATE/COUNTY- OR/MALHEUR
DL7761 COUNTRY - US
DL7761 USGS QUAD - TENMILE RANCH (2017)
DL7761
DL7761 *CURRENT SURVEY CONTROL
DL7761 ______________________________________________________________________
DL7761* NAD 83(2011) POSITION- 42 01 12.70273(N) 117 43 31.49358(W) ADJUSTED
DL7761* NAD 83(2011) ELLIP HT- 1352.447 (meters) (06/??/19) ADJUSTED
DL7761* NAD 83(2011) EPOCH - 2010.00
DL7761 ______________________________________________________________________
DL7761 GEOID HEIGHT - -18.757 (meters) GEOID18
DL7761 NAD 83(2011) X - -2,208,237.823 (meters) COMP
DL7761 NAD 83(2011) Y - -4,201,543.919 (meters) COMP
DL7761 NAD 83(2011) Z - 4,248,175.876 (meters) COMP
DL7761
DL7761 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7761 Standards:
DL7761 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7761 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7761 -------------------------------------------------------------------
DL7761 NETWORK 0.13 0.27 0.04 0.06 0.14 0.39672500
DL7761 -------------------------------------------------------------------
DL7761
DL7761.The coordinates were established by GPS observations
DL7761.and adjusted by the National Geodetic Survey in June 2019.
DL7761
DL7761.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7761.been affixed to the stable North American Tectonic Plate.
DL7761
DL7761.The coordinates are valid at the epoch date displayed above
DL7761.which is a decimal equivalence of Year/Month/Day.
DL7761
DL7761.Due to the release of the International GNSS Service (IGS) 2014
DL7761.realization of the International Terrestrial Reference Frame of 2014
DL7761.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7761.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7761.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7761.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7761.currently published epoch of 2010.00.
DL7761
DL7761.Additional information on MYCS2 is available at
DL7761.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7761
DL7761.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7761.GEOID18 height accuracy estimate available here.
DL7761
DL7761.The PID for the CORS L1 Phase Center is DL7762.
DL7761
DL7761.Click photographs - Photos may exist for this station.
DL7761
DL7761.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7761
DL7761.The ellipsoidal height was determined by GPS observations
DL7761.and is referenced to NAD 83.
DL7761
DL7761. The following values were computed from the NAD 83(2011) position.
DL7761
DL7761; North East Units Scale Factor Converg.
DL7761;SPC OR S - 43,079.553 1,729,783.239 MT 1.00009351 +1 53 53.6
DL7761;SPC OR S - 141,337.12 5,675,141.86 iFT 1.00009351 +1 53 53.6
DL7761;UTM 11 - 4,652,272.986 439,941.695 MT 0.99964438 -0 29 08.2
DL7761
DL7761! - Elev Factor x Scale Factor = Combined Factor
DL7761!SPC OR S - 0.99978793 x 1.00009351 = 0.99988142
DL7761!UTM 11 - 0.99978793 x 0.99964438 = 0.99943238
DL7761
DL7761_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3994152272(NAD 83)
DL7761
DL7761 SUPERSEDED SURVEY CONTROL
DL7761
DL7761 NAD 83(2011)- 42 01 12.70275(N) 117 43 31.49362(W) AD(2010.00) c
DL7761 ELLIP H (08/??/11) 1352.440 (m) GP(2010.00) c c
DL7761 NAD 83(CORS)- 42 01 12.70202(N) 117 43 31.49292(W) AD(2002.00) c
DL7761 ELLIP H (05/??/10) 1352.440 (m) GP(2002.00) c c
DL7761
DL7761.Superseded values are not recommended for survey control.
DL7761
DL7761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7761.See file dsdata.pdf to determine how the superseded data were derived.
DL7761
DL7761_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL7761
DL7761 STATION DESCRIPTION
DL7761
DL7761'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL7761'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL7761'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL7761'ACCESSIBLE AT THE WORLDWIDE WEB.
DL7761'https://geodesy.noaa.gov/CORS/data.shtml
DL7761'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 02:01:49 EST
DL7763 ***********************************************************************
DL7763 CORS - This is a GPS Continuously Operating Reference Station.
DL7763 DESIGNATION - MCDERMITT_OR2008 CORS GRP
DL7763 CORS_ID - P739
DL7763 PID - DL7763
DL7763 STATE/COUNTY- OR/MALHEUR
DL7763 COUNTRY - US
DL7763 USGS QUAD - TENMILE RANCH (2017)
DL7763
DL7763 *CURRENT SURVEY CONTROL
DL7763 ______________________________________________________________________
DL7763* NAD 83(2011) POSITION- 42 01 12.70273(N) 117 43 31.49358(W) ADJUSTED
DL7763* NAD 83(2011) ELLIP HT- 1352.438 (meters) (06/??/19) ADJUSTED
DL7763* NAD 83(2011) EPOCH - 2010.00
DL7763 ______________________________________________________________________
DL7763 GEOID HEIGHT - -18.757 (meters) GEOID18
DL7763 NAD 83(2011) X - -2,208,237.820 (meters) COMP
DL7763 NAD 83(2011) Y - -4,201,543.913 (meters) COMP
DL7763 NAD 83(2011) Z - 4,248,175.870 (meters) COMP
DL7763 LAPLACE CORR - 5.87 (seconds) DEFLEC18
DL7763
DL7763 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7763 Standards:
DL7763 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7763 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7763 -------------------------------------------------------------------
DL7763 NETWORK 0.13 0.27 0.04 0.06 0.14 0.39672500
DL7763 -------------------------------------------------------------------
DL7763
DL7763.The horizontal coordinates were established by GPS observations
DL7763.and adjusted by the National Geodetic Survey in June 2019.
DL7763
DL7763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7763.been affixed to the stable North American Tectonic Plate.
DL7763
DL7763.The horizontal coordinates are valid at the epoch date displayed above
DL7763.which is a decimal equivalence of Year/Month/Day.
DL7763
DL7763.Due to the release of the International GNSS Service (IGS) 2014
DL7763.realization of the International Terrestrial Reference Frame of 2014
DL7763.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7763.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7763.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7763.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7763.currently published epoch of 2010.00.
DL7763
DL7763.Additional information on MYCS2 is available at
DL7763.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7763
DL7763.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7763.GEOID18 height accuracy estimate available here.
DL7763
DL7763.Click photographs - Photos may exist for this station.
DL7763
DL7763.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7763
DL7763.The Laplace correction was computed from DEFLEC18 derived deflections.
DL7763
DL7763.The ellipsoidal height was determined by GPS observations
DL7763.and is referenced to NAD 83.
DL7763
DL7763. The following values were computed from the NAD 83(2011) position.
DL7763
DL7763; North East Units Scale Factor Converg.
DL7763;SPC OR S - 43,079.553 1,729,783.239 MT 1.00009351 +1 53 53.6
DL7763;SPC OR S - 141,337.12 5,675,141.86 iFT 1.00009351 +1 53 53.6
DL7763;UTM 11 - 4,652,272.986 439,941.695 MT 0.99964438 -0 29 08.2
DL7763
DL7763! - Elev Factor x Scale Factor = Combined Factor
DL7763!SPC OR S - 0.99978793 x 1.00009351 = 0.99988142
DL7763!UTM 11 - 0.99978793 x 0.99964438 = 0.99943238
DL7763
DL7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMG3994152272(NAD 83)
DL7763
DL7763 SUPERSEDED SURVEY CONTROL
DL7763
DL7763 NAD 83(2011)- 42 01 12.70275(N) 117 43 31.49362(W) AD(2010.00) A
DL7763 ELLIP H (08/??/11) 1352.432 (m) GP(2010.00) 4 1
DL7763 NAD 83(CORS)- 42 01 12.70202(N) 117 43 31.49292(W) AD(2002.00) A
DL7763 ELLIP H (05/??/10) 1352.432 (m) GP(2002.00) 4 1
DL7763
DL7763.Superseded values are not recommended for survey control.
DL7763
DL7763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7763.See file dsdata.pdf to determine how the superseded data were derived.
DL7763
DL7763_STAMPING: UNKNOWN
DL7763
DL7763 STATION DESCRIPTION
DL7763
DL7763'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P739'
DL7763'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL7763'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL7763'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL7763' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL7763' https://geodesy.noaa.gov/corsdata/station_log
DL7763' https://geodesy.noaa.gov/CORS
DL7763'RECOVERED AS DESCRIBED.
*** retrieval complete.
Elapsed Time = 00:00:04