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 18, 2025 14:31:56 EST
DL7686 ***********************************************************************
DL7686 CORS - This is a GPS Continuously Operating Reference Station.
DL7686 DESIGNATION - COPR_SCGN_CS2001 CORS ARP
DL7686 CORS_ID - COPR
DL7686 PID - DL7686
DL7686 STATE/COUNTY- CA/SANTA BARBARA
DL7686 COUNTRY - US
DL7686 USGS QUAD - DOS PUEBLOS CANYON (2018)
DL7686
DL7686 *CURRENT SURVEY CONTROL
DL7686 ______________________________________________________________________
DL7686* NAD 83(2011) POSITION- 34 24 53.65546(N) 119 52 46.24257(W) ADJUSTED
DL7686* NAD 83(2011) ELLIP HT- -22.194 (meters) (07/??/22) ADJUSTED
DL7686* NAD 83(2011) EPOCH - 2010.00
DL7686 ______________________________________________________________________
DL7686 GEOID HEIGHT - -36.053 (meters) GEOID18
DL7686 NAD 83(2011) X - -2,624,084.350 (meters) COMP
DL7686 NAD 83(2011) Y - -4,567,201.050 (meters) COMP
DL7686 NAD 83(2011) Z - 3,584,495.906 (meters) COMP
DL7686
DL7686 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7686 Standards:
DL7686 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7686 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7686 -------------------------------------------------------------------
DL7686 NETWORK 0.16 0.51 0.07 0.06 0.26 0.05059100
DL7686 -------------------------------------------------------------------
DL7686
DL7686.The coordinates were established by GPS observations
DL7686.and adjusted by the National Geodetic Survey in July 2022.
DL7686
DL7686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7686.been affixed to the stable North American Tectonic Plate.
DL7686
DL7686.The coordinates are valid at the epoch date displayed above
DL7686.which is a decimal equivalence of Year/Month/Day.
DL7686
DL7686.Due to the release of the International GNSS Service (IGS) 2014
DL7686.realization of the International Terrestrial Reference Frame of 2014
DL7686.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7686.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7686.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7686.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7686.currently published epoch of 2010.00.
DL7686
DL7686.Additional information on MYCS2 is available at
DL7686.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7686
DL7686.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7686.GEOID18 height accuracy estimate available here.
DL7686
DL7686.The PID for the CORS L1 Phase Center is DQ6779.
DL7686
DL7686.Click photographs - Photos may exist for this station.
DL7686
DL7686.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7686
DL7686.The ellipsoidal height was determined by GPS observations
DL7686.and is referenced to NAD 83.
DL7686
DL7686. The following values were computed from the NAD 83(2011) position.
DL7686
DL7686; North East Units Scale Factor Converg.
DL7686;SPC CA 5 - 603,100.798 1,827,231.034 MT 0.99993924 -1 04 16.8
DL7686;SPC CA 5 - 1,978,673.20 5,994,840.48 sFT 0.99993924 -1 04 16.8
DL7686;UTM 11 - 3,811,921.892 235,342.602 MT 1.00046346 -1 37 42.2
DL7686
DL7686! - Elev Factor x Scale Factor = Combined Factor
DL7686!SPC CA 5 - 1.00000348 x 0.99993924 = 0.99994272
DL7686!UTM 11 - 1.00000348 x 1.00046346 = 1.00046695
DL7686
DL7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU3534211921(NAD 83)
DL7686
DL7686 SUPERSEDED SURVEY CONTROL
DL7686
DL7686 NAD 83(2011)- 34 24 53.65542(N) 119 52 46.24255(W) AD(2010.00) c
DL7686 ELLIP H (06/??/22) -22.194 (m) GP(2010.00) c c
DL7686 NAD 83(2011)- 34 24 53.65519(N) 119 52 46.24256(W) AD(2010.00) c
DL7686 ELLIP H (05/??/21) -22.194 (m) GP(2010.00) c c
DL7686 NAD 83(2011)- 34 24 53.65522(N) 119 52 46.24274(W) AD(2010.00) c
DL7686 ELLIP H (06/??/19) -22.194 (m) GP(2010.00) c c
DL7686 NAD 83(2011)- 34 24 53.65536(N) 119 52 46.24277(W) AD(2010.00) c
DL7686 ELLIP H (08/??/11) -22.196 (m) GP(2010.00) c c
DL7686 NAD 83(CORS)- 34 24 53.64709(N) 119 52 46.23331(W) AD(2002.00) c
DL7686 ELLIP H (05/??/10) -22.188 (m) GP(2002.00) c c
DL7686
DL7686.Superseded values are not recommended for survey control.
DL7686
DL7686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7686.See file dsdata.pdf to determine how the superseded data were derived.
DL7686
DL7686_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL7686
DL7686 STATION DESCRIPTION
DL7686
DL7686'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
DL7686'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL7686'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL7686'ACCESSIBLE AT THE WORLDWIDE WEB.
DL7686'https://geodesy.noaa.gov/CORS/data.shtml
DL7686'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 14:31:56 EST
DL7688 ***********************************************************************
DL7688 CORS - This is a GPS Continuously Operating Reference Station.
DL7688 DESIGNATION - COPR_SCGN_CS2001 CORS GRP
DL7688 CORS_ID - COPR
DL7688 PID - DL7688
DL7688 STATE/COUNTY- CA/SANTA BARBARA
DL7688 COUNTRY - US
DL7688 USGS QUAD - DOS PUEBLOS CANYON (2018)
DL7688
DL7688 *CURRENT SURVEY CONTROL
DL7688 ______________________________________________________________________
DL7688* NAD 83(2011) POSITION- 34 24 53.65546(N) 119 52 46.24257(W) ADJUSTED
DL7688* NAD 83(2011) ELLIP HT- -22.202 (meters) (07/??/22) ADJUSTED
DL7688* NAD 83(2011) EPOCH - 2010.00
DL7688 ______________________________________________________________________
DL7688 GEOID HEIGHT - -36.053 (meters) GEOID18
DL7688 NAD 83(2011) X - -2,624,084.346 (meters) COMP
DL7688 NAD 83(2011) Y - -4,567,201.044 (meters) COMP
DL7688 NAD 83(2011) Z - 3,584,495.901 (meters) COMP
DL7688 LAPLACE CORR - 2.61 (seconds) DEFLEC18
DL7688
DL7688 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7688 Standards:
DL7688 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7688 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7688 -------------------------------------------------------------------
DL7688 NETWORK 0.16 0.51 0.07 0.06 0.26 0.05059100
DL7688 -------------------------------------------------------------------
DL7688
DL7688.The horizontal coordinates were established by GPS observations
DL7688.and adjusted by the National Geodetic Survey in July 2022.
DL7688
DL7688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7688.been affixed to the stable North American Tectonic Plate.
DL7688
DL7688.The horizontal coordinates are valid at the epoch date displayed above
DL7688.which is a decimal equivalence of Year/Month/Day.
DL7688
DL7688.Due to the release of the International GNSS Service (IGS) 2014
DL7688.realization of the International Terrestrial Reference Frame of 2014
DL7688.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7688.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7688.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7688.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7688.currently published epoch of 2010.00.
DL7688
DL7688.Additional information on MYCS2 is available at
DL7688.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7688
DL7688.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7688.GEOID18 height accuracy estimate available here.
DL7688
DL7688.Click photographs - Photos may exist for this station.
DL7688
DL7688.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7688
DL7688.The Laplace correction was computed from DEFLEC18 derived deflections.
DL7688
DL7688.The ellipsoidal height was determined by GPS observations
DL7688.and is referenced to NAD 83.
DL7688
DL7688. The following values were computed from the NAD 83(2011) position.
DL7688
DL7688; North East Units Scale Factor Converg.
DL7688;SPC CA 5 - 603,100.798 1,827,231.034 MT 0.99993924 -1 04 16.8
DL7688;SPC CA 5 - 1,978,673.20 5,994,840.48 sFT 0.99993924 -1 04 16.8
DL7688;UTM 11 - 3,811,921.892 235,342.602 MT 1.00046346 -1 37 42.2
DL7688
DL7688! - Elev Factor x Scale Factor = Combined Factor
DL7688!SPC CA 5 - 1.00000349 x 0.99993924 = 0.99994273
DL7688!UTM 11 - 1.00000349 x 1.00046346 = 1.00046695
DL7688
DL7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU3534211921(NAD 83)
DL7688
DL7688 SUPERSEDED SURVEY CONTROL
DL7688
DL7688 NAD 83(2011)- 34 24 53.65542(N) 119 52 46.24255(W) AD(2010.00) A
DL7688 ELLIP H (06/??/22) -22.202 (m) GP(2010.00) 4 1
DL7688 NAD 83(2011)- 34 24 53.65519(N) 119 52 46.24256(W) AD(2010.00) A
DL7688 ELLIP H (05/??/21) -22.202 (m) GP(2010.00) 4 1
DL7688 NAD 83(2011)- 34 24 53.65522(N) 119 52 46.24274(W) AD(2010.00) A
DL7688 ELLIP H (06/??/19) -22.202 (m) GP(2010.00) 4 1
DL7688 NAD 83(2011)- 34 24 53.65536(N) 119 52 46.24277(W) AD(2010.00) A
DL7688 ELLIP H (08/??/11) -22.204 (m) GP(2010.00) 4 1
DL7688 NAD 83(CORS)- 34 24 53.64709(N) 119 52 46.23331(W) AD(2002.00) A
DL7688 ELLIP H (05/??/10) -22.196 (m) GP(2002.00) 4 1
DL7688
DL7688.Superseded values are not recommended for survey control.
DL7688
DL7688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7688.See file dsdata.pdf to determine how the superseded data were derived.
DL7688
DL7688_STAMPING: UNKNOWN
DL7688
DL7688 STATION DESCRIPTION
DL7688
DL7688'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'COPR'
DL7688'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL7688'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL7688'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL7688' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL7688' https://geodesy.noaa.gov/corsdata/station_log
DL7688' https://geodesy.noaa.gov/CORS
DL7688'RECOVERED AS DESCRIBED.
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