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 07:36:44 EST
DN7390 ***********************************************************************
DN7390 CORS - This is a GPS Continuously Operating Reference Station.
DN7390 DESIGNATION - BLACKBUTTECN2008 CORS ARP
DN7390 CORS_ID - P335
DN7390 PID - DN7390
DN7390 STATE/COUNTY- CA/GLENN
DN7390 COUNTRY - US
DN7390 USGS QUAD - PLASKETT RIDGE (2018)
DN7390
DN7390 *CURRENT SURVEY CONTROL
DN7390 ______________________________________________________________________
DN7390* NAD 83(2011) POSITION- 39 43 34.27082(N) 122 52 25.03896(W) ADJUSTED
DN7390* NAD 83(2011) ELLIP HT- 2229.969 (meters) (06/??/19) ADJUSTED
DN7390* NAD 83(2011) EPOCH - 2010.00
DN7390 ______________________________________________________________________
DN7390 GEOID HEIGHT - -27.759 (meters) GEOID18
DN7390 NAD 83(2011) X - -2,667,210.099 (meters) COMP
DN7390 NAD 83(2011) Y - -4,127,044.023 (meters) COMP
DN7390 NAD 83(2011) Z - 4,056,074.838 (meters) COMP
DN7390
DN7390 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN7390 Standards:
DN7390 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN7390 Horiz Ellip SD_N SD_E SD_h (unitless)
DN7390 -------------------------------------------------------------------
DN7390 NETWORK 0.11 0.34 0.05 0.04 0.17 0.11596700
DN7390 -------------------------------------------------------------------
DN7390
DN7390.The coordinates were established by GPS observations
DN7390.and adjusted by the National Geodetic Survey in June 2019.
DN7390
DN7390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN7390.been affixed to the stable North American Tectonic Plate.
DN7390
DN7390.The coordinates are valid at the epoch date displayed above
DN7390.which is a decimal equivalence of Year/Month/Day.
DN7390
DN7390.Due to the release of the International GNSS Service (IGS) 2014
DN7390.realization of the International Terrestrial Reference Frame of 2014
DN7390.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN7390.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN7390.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN7390.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN7390.currently published epoch of 2010.00.
DN7390
DN7390.Additional information on MYCS2 is available at
DN7390.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN7390
DN7390.Significant digits in the geoid height do not necessarily reflect accuracy.
DN7390.GEOID18 height accuracy estimate available here.
DN7390
DN7390.The PID for the CORS L1 Phase Center is DN7391.
DN7390
DN7390.Click photographs - Photos may exist for this station.
DN7390
DN7390.The XYZ, and position/ellipsoidal ht. are equivalent.
DN7390
DN7390.The ellipsoidal height was determined by GPS observations
DN7390.and is referenced to NAD 83.
DN7390
DN7390. The following values were computed from the NAD 83(2011) position.
DN7390
DN7390; North East Units Scale Factor Converg.
DN7390;SPC CA 2 - 728,984.604 1,925,103.788 MT 0.99997729 -0 33 02.8
DN7390;SPC CA 2 - 2,391,676.99 6,315,944.68 sFT 0.99997729 -0 33 02.8
DN7390;UTM 10 - 4,397,374.934 510,830.560 MT 0.99960144 +0 04 50.8
DN7390
DN7390! - Elev Factor x Scale Factor = Combined Factor
DN7390!SPC CA 2 - 0.99965028 x 0.99997729 = 0.99962758
DN7390!UTM 10 - 0.99965028 x 0.99960144 = 0.99925186
DN7390
DN7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ1083097374(NAD 83)
DN7390
DN7390 SUPERSEDED SURVEY CONTROL
DN7390
DN7390 NAD 83(2011)- 39 43 34.27084(N) 122 52 25.03866(W) AD(2010.00) c
DN7390 ELLIP H (04/??/12) 2229.967 (m) GP(2010.00) c c
DN7390 NAD 83(CORS)- 39 43 34.26830(N) 122 52 25.03491(W) AD(2002.00) c
DN7390 ELLIP H (04/??/12) 2229.971 (m) GP(2002.00) c c
DN7390
DN7390.Superseded values are not recommended for survey control.
DN7390
DN7390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN7390.See file dsdata.pdf to determine how the superseded data were derived.
DN7390
DN7390_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN7390
DN7390 STATION DESCRIPTION
DN7390
DN7390'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN7390'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN7390'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN7390'ACCESSIBLE AT THE WORLDWIDE WEB.
DN7390'https://geodesy.noaa.gov/CORS/data.shtml
DN7390'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 07:36:44 EST
DN7392 ***********************************************************************
DN7392 CORS - This is a GPS Continuously Operating Reference Station.
DN7392 DESIGNATION - BLACKBUTTECN2008 CORS GRP
DN7392 CORS_ID - P335
DN7392 PID - DN7392
DN7392 STATE/COUNTY- CA/GLENN
DN7392 COUNTRY - US
DN7392 USGS QUAD - PLASKETT RIDGE (2018)
DN7392
DN7392 *CURRENT SURVEY CONTROL
DN7392 ______________________________________________________________________
DN7392* NAD 83(2011) POSITION- 39 43 34.27082(N) 122 52 25.03896(W) ADJUSTED
DN7392* NAD 83(2011) ELLIP HT- 2229.961 (meters) (06/??/19) ADJUSTED
DN7392* NAD 83(2011) EPOCH - 2010.00
DN7392 ______________________________________________________________________
DN7392 GEOID HEIGHT - -27.759 (meters) GEOID18
DN7392 NAD 83(2011) X - -2,667,210.095 (meters) COMP
DN7392 NAD 83(2011) Y - -4,127,044.018 (meters) COMP
DN7392 NAD 83(2011) Z - 4,056,074.833 (meters) COMP
DN7392 LAPLACE CORR - 5.64 (seconds) DEFLEC18
DN7392
DN7392 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN7392 Standards:
DN7392 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN7392 Horiz Ellip SD_N SD_E SD_h (unitless)
DN7392 -------------------------------------------------------------------
DN7392 NETWORK 0.11 0.34 0.05 0.04 0.17 0.11596700
DN7392 -------------------------------------------------------------------
DN7392
DN7392.The horizontal coordinates were established by GPS observations
DN7392.and adjusted by the National Geodetic Survey in June 2019.
DN7392
DN7392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN7392.been affixed to the stable North American Tectonic Plate.
DN7392
DN7392.The horizontal coordinates are valid at the epoch date displayed above
DN7392.which is a decimal equivalence of Year/Month/Day.
DN7392
DN7392.Due to the release of the International GNSS Service (IGS) 2014
DN7392.realization of the International Terrestrial Reference Frame of 2014
DN7392.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN7392.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN7392.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN7392.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN7392.currently published epoch of 2010.00.
DN7392
DN7392.Additional information on MYCS2 is available at
DN7392.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN7392
DN7392.Significant digits in the geoid height do not necessarily reflect accuracy.
DN7392.GEOID18 height accuracy estimate available here.
DN7392
DN7392.Click photographs - Photos may exist for this station.
DN7392
DN7392.The XYZ, and position/ellipsoidal ht. are equivalent.
DN7392
DN7392.The Laplace correction was computed from DEFLEC18 derived deflections.
DN7392
DN7392.The ellipsoidal height was determined by GPS observations
DN7392.and is referenced to NAD 83.
DN7392
DN7392. The following values were computed from the NAD 83(2011) position.
DN7392
DN7392; North East Units Scale Factor Converg.
DN7392;SPC CA 2 - 728,984.604 1,925,103.788 MT 0.99997729 -0 33 02.8
DN7392;SPC CA 2 - 2,391,676.99 6,315,944.68 sFT 0.99997729 -0 33 02.8
DN7392;UTM 10 - 4,397,374.934 510,830.560 MT 0.99960144 +0 04 50.8
DN7392
DN7392! - Elev Factor x Scale Factor = Combined Factor
DN7392!SPC CA 2 - 0.99965028 x 0.99997729 = 0.99962758
DN7392!UTM 10 - 0.99965028 x 0.99960144 = 0.99925186
DN7392
DN7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ1083097374(NAD 83)
DN7392
DN7392 SUPERSEDED SURVEY CONTROL
DN7392
DN7392 NAD 83(2011)- 39 43 34.27084(N) 122 52 25.03866(W) AD(2010.00) A
DN7392 ELLIP H (04/??/12) 2229.958 (m) GP(2010.00) 4 1
DN7392 NAD 83(CORS)- 39 43 34.26830(N) 122 52 25.03491(W) AD(2002.00) A
DN7392 ELLIP H (04/??/12) 2229.963 (m) GP(2002.00) 4 1
DN7392
DN7392.Superseded values are not recommended for survey control.
DN7392
DN7392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN7392.See file dsdata.pdf to determine how the superseded data were derived.
DN7392
DN7392_STAMPING: UNKNOWN
DN7392
DN7392 HISTORY - Date Condition Report By
DN7392 HISTORY - UNK MONUMENTED UNAVPB
DN7392
DN7392 STATION DESCRIPTION
DN7392
DN7392'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P335'
DN7392'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN7392'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN7392'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN7392' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN7392' https://geodesy.noaa.gov/corsdata/station_log
DN7392' https://geodesy.noaa.gov/CORS
DN7392'RECOVERED AS DESCRIBED.
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