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 20, 2025 03:11:57 EST
DP8364 ***********************************************************************
DP8364 CORS - This is a GPS Continuously Operating Reference Station.
DP8364 DESIGNATION - BAKERCITY_OR2007 CORS ARP
DP8364 CORS_ID - P394
DP8364 PID - DP8364
DP8364 STATE/COUNTY- OR/BAKER
DP8364 COUNTRY - US
DP8364 USGS QUAD - BAKER CITY (2017)
DP8364
DP8364 *CURRENT SURVEY CONTROL
DP8364 ______________________________________________________________________
DP8364* NAD 83(2011) POSITION- 44 50 05.55473(N) 117 47 58.63995(W) ADJUSTED
DP8364* NAD 83(2011) ELLIP HT- 1011.198 (meters) (06/??/19) ADJUSTED
DP8364* NAD 83(2011) EPOCH - 2010.00
DP8364 ______________________________________________________________________
DP8364 GEOID HEIGHT - -17.099 (meters) GEOID18
DP8364 NAD 83(2011) X - -2,113,294.943 (meters) COMP
DP8364 NAD 83(2011) Y - -4,008,284.582 (meters) COMP
DP8364 NAD 83(2011) Z - 4,475,067.124 (meters) COMP
DP8364
DP8364 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DP8364 Standards:
DP8364 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DP8364 Horiz Ellip SD_N SD_E SD_h (unitless)
DP8364 -------------------------------------------------------------------
DP8364 NETWORK 0.03 0.08 0.01 0.01 0.04 0.19469700
DP8364 -------------------------------------------------------------------
DP8364
DP8364.The coordinates were established by GPS observations
DP8364.and adjusted by the National Geodetic Survey in June 2019.
DP8364
DP8364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DP8364.been affixed to the stable North American Tectonic Plate.
DP8364
DP8364.The coordinates are valid at the epoch date displayed above
DP8364.which is a decimal equivalence of Year/Month/Day.
DP8364
DP8364.Due to the release of the International GNSS Service (IGS) 2014
DP8364.realization of the International Terrestrial Reference Frame of 2014
DP8364.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DP8364.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DP8364.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DP8364.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DP8364.currently published epoch of 2010.00.
DP8364
DP8364.Additional information on MYCS2 is available at
DP8364.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DP8364
DP8364.Significant digits in the geoid height do not necessarily reflect accuracy.
DP8364.GEOID18 height accuracy estimate available here.
DP8364
DP8364.The PID for the CORS L1 Phase Center is DQ6786.
DP8364
DP8364.Click photographs - Photos may exist for this station.
DP8364
DP8364.The XYZ, and position/ellipsoidal ht. are equivalent.
DP8364
DP8364.The ellipsoidal height was determined by GPS observations
DP8364.and is referenced to NAD 83.
DP8364
DP8364. The following values were computed from the NAD 83(2011) position.
DP8364
DP8364; North East Units Scale Factor Converg.
DP8364;SPC OR N - 133,380.995 2,713,468.249 MT 0.99991147 +1 54 54.3
DP8364;SPC OR N - 437,601.69 8,902,454.89 iFT 0.99991147 +1 54 54.3
DP8364;UTM 11 - 4,964,918.486 436,796.769 MT 0.99964912 -0 33 49.7
DP8364
DP8364! - Elev Factor x Scale Factor = Combined Factor
DP8364!SPC OR N - 0.99984148 x 0.99991147 = 0.99975296
DP8364!UTM 11 - 0.99984148 x 0.99964912 = 0.99949066
DP8364
DP8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3679664918(NAD 83)
DP8364
DP8364 SUPERSEDED SURVEY CONTROL
DP8364
DP8364 NAD 83(2011)- 44 50 05.55486(N) 117 47 58.63983(W) AD(2010.00) c
DP8364 ELLIP H (08/??/15) 1011.198 (m) GP(2010.00) c c
DP8364
DP8364.Superseded values are not recommended for survey control.
DP8364
DP8364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DP8364.See file dsdata.pdf to determine how the superseded data were derived.
DP8364
DP8364_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DP8364
DP8364 STATION DESCRIPTION
DP8364
DP8364'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DP8364'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DP8364'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DP8364'ACCESSIBLE AT THE WORLDWIDE WEB.
DP8364'https://geodesy.noaa.gov/CORS/data.shtml
DP8364'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 03:11:57 EST
DP8366 ***********************************************************************
DP8366 CORS - This is a GPS Continuously Operating Reference Station.
DP8366 DESIGNATION - BAKERCITY_OR2007 CORS GRP
DP8366 CORS_ID - P394
DP8366 PID - DP8366
DP8366 STATE/COUNTY- OR/BAKER
DP8366 COUNTRY - US
DP8366 USGS QUAD - BAKER CITY (2017)
DP8366
DP8366 *CURRENT SURVEY CONTROL
DP8366 ______________________________________________________________________
DP8366* NAD 83(2011) POSITION- 44 50 05.55473(N) 117 47 58.63995(W) ADJUSTED
DP8366* NAD 83(2011) ELLIP HT- 1011.190 (meters) (06/??/19) ADJUSTED
DP8366* NAD 83(2011) EPOCH - 2010.00
DP8366 ______________________________________________________________________
DP8366 GEOID HEIGHT - -17.099 (meters) GEOID18
DP8366 NAD 83(2011) X - -2,113,294.941 (meters) COMP
DP8366 NAD 83(2011) Y - -4,008,284.577 (meters) COMP
DP8366 NAD 83(2011) Z - 4,475,067.119 (meters) COMP
DP8366 LAPLACE CORR - 4.50 (seconds) DEFLEC18
DP8366
DP8366 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DP8366 Standards:
DP8366 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DP8366 Horiz Ellip SD_N SD_E SD_h (unitless)
DP8366 -------------------------------------------------------------------
DP8366 NETWORK 0.03 0.08 0.01 0.01 0.04 0.19469700
DP8366 -------------------------------------------------------------------
DP8366
DP8366.The horizontal coordinates were established by GPS observations
DP8366.and adjusted by the National Geodetic Survey in June 2019.
DP8366
DP8366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DP8366.been affixed to the stable North American Tectonic Plate.
DP8366
DP8366.The horizontal coordinates are valid at the epoch date displayed above
DP8366.which is a decimal equivalence of Year/Month/Day.
DP8366
DP8366.Due to the release of the International GNSS Service (IGS) 2014
DP8366.realization of the International Terrestrial Reference Frame of 2014
DP8366.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DP8366.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DP8366.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DP8366.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DP8366.currently published epoch of 2010.00.
DP8366
DP8366.Additional information on MYCS2 is available at
DP8366.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DP8366
DP8366.Significant digits in the geoid height do not necessarily reflect accuracy.
DP8366.GEOID18 height accuracy estimate available here.
DP8366
DP8366.Click photographs - Photos may exist for this station.
DP8366
DP8366.The XYZ, and position/ellipsoidal ht. are equivalent.
DP8366
DP8366.The Laplace correction was computed from DEFLEC18 derived deflections.
DP8366
DP8366.The ellipsoidal height was determined by GPS observations
DP8366.and is referenced to NAD 83.
DP8366
DP8366. The following values were computed from the NAD 83(2011) position.
DP8366
DP8366; North East Units Scale Factor Converg.
DP8366;SPC OR N - 133,380.995 2,713,468.249 MT 0.99991147 +1 54 54.3
DP8366;SPC OR N - 437,601.69 8,902,454.89 iFT 0.99991147 +1 54 54.3
DP8366;UTM 11 - 4,964,918.486 436,796.769 MT 0.99964912 -0 33 49.7
DP8366
DP8366! - Elev Factor x Scale Factor = Combined Factor
DP8366!SPC OR N - 0.99984148 x 0.99991147 = 0.99975296
DP8366!UTM 11 - 0.99984148 x 0.99964912 = 0.99949066
DP8366
DP8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMK3679664918(NAD 83)
DP8366
DP8366 SUPERSEDED SURVEY CONTROL
DP8366
DP8366 NAD 83(2011)- 44 50 05.55486(N) 117 47 58.63983(W) AD(2010.00) A
DP8366 ELLIP H (08/??/15) 1011.189 (m) GP(2010.00) 4 1
DP8366
DP8366.Superseded values are not recommended for survey control.
DP8366
DP8366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DP8366.See file dsdata.pdf to determine how the superseded data were derived.
DP8366
DP8366_STAMPING: UNKNOWN
DP8366
DP8366 STATION DESCRIPTION
DP8366
DP8366'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P394'
DP8366'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DP8366'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DP8366'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DP8366' https://geodesy.noaa.gov/corsdata/coord/coord_14
DP8366' https://geodesy.noaa.gov/corsdata/station_log
DP8366' https://geodesy.noaa.gov/CORS
DP8366'RECOVERED AS DESCRIBED.
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