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 13:01:08 EST
DN7437 ***********************************************************************
DN7437 CORS - This is a GPS Continuously Operating Reference Station.
DN7437 DESIGNATION - POLONLPASSCS2008 CORS ARP
DN7437 CORS_ID - P602
DN7437 PID - DN7437
DN7437 STATE/COUNTY- CA/SAN LUIS OBISPO
DN7437 COUNTRY - US
DN7437 USGS QUAD - ORCHARD PEAK (2018)
DN7437
DN7437 *CURRENT SURVEY CONTROL
DN7437 ______________________________________________________________________
DN7437* NAD 83(2011) POSITION- 35 43 44.97966(N) 120 13 40.36265(W) ADJUSTED
DN7437* NAD 83(2011) ELLIP HT- 648.829 (meters) (06/??/19) ADJUSTED
DN7437* NAD 83(2011) EPOCH - 2010.00
DN7437 ______________________________________________________________________
DN7437 GEOID HEIGHT - -33.600 (meters) GEOID18
DN7437 NAD 83(2011) X - -2,609,901.433 (meters) COMP
DN7437 NAD 83(2011) Y - -4,479,245.022 (meters) COMP
DN7437 NAD 83(2011) Z - 3,704,216.857 (meters) COMP
DN7437
DN7437 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN7437 Standards:
DN7437 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN7437 Horiz Ellip SD_N SD_E SD_h (unitless)
DN7437 -------------------------------------------------------------------
DN7437 NETWORK 0.18 0.56 0.08 0.07 0.28 0.09229600
DN7437 -------------------------------------------------------------------
DN7437
DN7437.The coordinates were established by GPS observations
DN7437.and adjusted by the National Geodetic Survey in June 2019.
DN7437
DN7437.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN7437.been affixed to the stable North American Tectonic Plate.
DN7437
DN7437.The coordinates are valid at the epoch date displayed above
DN7437.which is a decimal equivalence of Year/Month/Day.
DN7437
DN7437.Due to the release of the International GNSS Service (IGS) 2014
DN7437.realization of the International Terrestrial Reference Frame of 2014
DN7437.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN7437.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN7437.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN7437.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN7437.currently published epoch of 2010.00.
DN7437
DN7437.Additional information on MYCS2 is available at
DN7437.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN7437
DN7437.Significant digits in the geoid height do not necessarily reflect accuracy.
DN7437.GEOID18 height accuracy estimate available here.
DN7437
DN7437.The PID for the CORS L1 Phase Center is DN7438.
DN7437
DN7437.Click photographs - Photos may exist for this station.
DN7437
DN7437.The XYZ, and position/ellipsoidal ht. are equivalent.
DN7437
DN7437.The ellipsoidal height was determined by GPS observations
DN7437.and is referenced to NAD 83.
DN7437
DN7437. The following values were computed from the NAD 83(2011) position.
DN7437
DN7437; North East Units Scale Factor Converg.
DN7437;SPC CA 5 - 749,519.519 1,798,444.504 MT 1.00006777 -1 16 11.7
DN7437;SPC CA 5 - 2,459,048.62 5,900,396.68 sFT 1.00006777 -1 16 11.7
DN7437;UTM 10 - 3,957,452.683 750,727.581 MT 1.00037472 +1 37 10.7
DN7437
DN7437! - Elev Factor x Scale Factor = Combined Factor
DN7437!SPC CA 5 - 0.99989817 x 1.00006777 = 0.99996594
DN7437!UTM 10 - 0.99989817 x 1.00037472 = 1.00027286
DN7437
DN7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE5072757452(NAD 83)
DN7437
DN7437 SUPERSEDED SURVEY CONTROL
DN7437
DN7437 NAD 83(2011)- 35 43 44.97967(N) 120 13 40.36246(W) AD(2010.00) c
DN7437 ELLIP H (04/??/12) 648.844 (m) GP(2010.00) c c
DN7437 NAD 83(CORS)- 35 43 44.97369(N) 120 13 40.35719(W) AD(2002.00) c
DN7437 ELLIP H (04/??/12) 648.848 (m) GP(2002.00) c c
DN7437
DN7437.Superseded values are not recommended for survey control.
DN7437
DN7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN7437.See file dsdata.pdf to determine how the superseded data were derived.
DN7437
DN7437_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN7437
DN7437 STATION DESCRIPTION
DN7437
DN7437'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN7437'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN7437'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN7437'ACCESSIBLE AT THE WORLDWIDE WEB.
DN7437'https://geodesy.noaa.gov/CORS/data.shtml
DN7437'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 13:01:08 EST
DN7439 ***********************************************************************
DN7439 CORS - This is a GPS Continuously Operating Reference Station.
DN7439 DESIGNATION - POLONLPASSCS2008 CORS GRP
DN7439 CORS_ID - P602
DN7439 PID - DN7439
DN7439 STATE/COUNTY- CA/SAN LUIS OBISPO
DN7439 COUNTRY - US
DN7439 USGS QUAD - ORCHARD PEAK (2018)
DN7439
DN7439 *CURRENT SURVEY CONTROL
DN7439 ______________________________________________________________________
DN7439* NAD 83(2011) POSITION- 35 43 44.97966(N) 120 13 40.36265(W) ADJUSTED
DN7439* NAD 83(2011) ELLIP HT- 648.820 (meters) (06/??/19) ADJUSTED
DN7439* NAD 83(2011) EPOCH - 2010.00
DN7439 ______________________________________________________________________
DN7439 GEOID HEIGHT - -33.600 (meters) GEOID18
DN7439 NAD 83(2011) X - -2,609,901.430 (meters) COMP
DN7439 NAD 83(2011) Y - -4,479,245.016 (meters) COMP
DN7439 NAD 83(2011) Z - 3,704,216.852 (meters) COMP
DN7439 LAPLACE CORR - 0.02 (seconds) DEFLEC18
DN7439
DN7439 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN7439 Standards:
DN7439 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN7439 Horiz Ellip SD_N SD_E SD_h (unitless)
DN7439 -------------------------------------------------------------------
DN7439 NETWORK 0.18 0.56 0.08 0.07 0.28 0.09229600
DN7439 -------------------------------------------------------------------
DN7439
DN7439.The horizontal coordinates were established by GPS observations
DN7439.and adjusted by the National Geodetic Survey in June 2019.
DN7439
DN7439.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN7439.been affixed to the stable North American Tectonic Plate.
DN7439
DN7439.The horizontal coordinates are valid at the epoch date displayed above
DN7439.which is a decimal equivalence of Year/Month/Day.
DN7439
DN7439.Due to the release of the International GNSS Service (IGS) 2014
DN7439.realization of the International Terrestrial Reference Frame of 2014
DN7439.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN7439.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN7439.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN7439.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN7439.currently published epoch of 2010.00.
DN7439
DN7439.Additional information on MYCS2 is available at
DN7439.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN7439
DN7439.Significant digits in the geoid height do not necessarily reflect accuracy.
DN7439.GEOID18 height accuracy estimate available here.
DN7439
DN7439.Click photographs - Photos may exist for this station.
DN7439
DN7439.The XYZ, and position/ellipsoidal ht. are equivalent.
DN7439
DN7439.The Laplace correction was computed from DEFLEC18 derived deflections.
DN7439
DN7439.The ellipsoidal height was determined by GPS observations
DN7439.and is referenced to NAD 83.
DN7439
DN7439. The following values were computed from the NAD 83(2011) position.
DN7439
DN7439; North East Units Scale Factor Converg.
DN7439;SPC CA 5 - 749,519.519 1,798,444.504 MT 1.00006777 -1 16 11.7
DN7439;SPC CA 5 - 2,459,048.62 5,900,396.68 sFT 1.00006777 -1 16 11.7
DN7439;UTM 10 - 3,957,452.683 750,727.581 MT 1.00037472 +1 37 10.7
DN7439
DN7439! - Elev Factor x Scale Factor = Combined Factor
DN7439!SPC CA 5 - 0.99989818 x 1.00006777 = 0.99996594
DN7439!UTM 10 - 0.99989818 x 1.00037472 = 1.00027286
DN7439
DN7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE5072757452(NAD 83)
DN7439
DN7439 SUPERSEDED SURVEY CONTROL
DN7439
DN7439 NAD 83(2011)- 35 43 44.97967(N) 120 13 40.36246(W) AD(2010.00) A
DN7439 ELLIP H (04/??/12) 648.836 (m) GP(2010.00) 4 1
DN7439 NAD 83(CORS)- 35 43 44.97369(N) 120 13 40.35719(W) AD(2002.00) A
DN7439 ELLIP H (04/??/12) 648.840 (m) GP(2002.00) 4 1
DN7439
DN7439.Superseded values are not recommended for survey control.
DN7439
DN7439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN7439.See file dsdata.pdf to determine how the superseded data were derived.
DN7439
DN7439_STAMPING: UNKNOWN
DN7439
DN7439 STATION DESCRIPTION
DN7439
DN7439'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P602'
DN7439'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN7439'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN7439'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN7439' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN7439' https://geodesy.noaa.gov/corsdata/station_log
DN7439' https://geodesy.noaa.gov/CORS
DN7439'RECOVERED AS DESCRIBED.
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