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 17, 2025 19:51:50 EST
DN9089 ***********************************************************************
DN9089 CORS - This is a GPS Continuously Operating Reference Station.
DN9089 DESIGNATION - SHEETIRON_CN2007 CORS ARP
DN9089 CORS_ID - P334
DN9089 PID - DN9089
DN9089 STATE/COUNTY- CA/LAKE
DN9089 COUNTRY - US
DN9089 USGS QUAD - SAINT JOHN MOUNTAIN (2018)
DN9089
DN9089 *CURRENT SURVEY CONTROL
DN9089 ______________________________________________________________________
DN9089* NAD 83(2011) POSITION- 39 29 36.91804(N) 122 44 09.08349(W) ADJUSTED
DN9089* NAD 83(2011) ELLIP HT- 1936.726 (meters) (06/??/19) ADJUSTED
DN9089* NAD 83(2011) EPOCH - 2010.00
DN9089 ______________________________________________________________________
DN9089 GEOID HEIGHT - -27.933 (meters) GEOID18
DN9089 NAD 83(2011) X - -2,666,063.398 (meters) COMP
DN9089 NAD 83(2011) Y - -4,147,109.443 (meters) COMP
DN9089 NAD 83(2011) Z - 4,035,985.952 (meters) COMP
DN9089
DN9089 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN9089 Standards:
DN9089 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN9089 Horiz Ellip SD_N SD_E SD_h (unitless)
DN9089 -------------------------------------------------------------------
DN9089 NETWORK 0.12 0.33 0.05 0.04 0.17 0.25518600
DN9089 -------------------------------------------------------------------
DN9089
DN9089.The coordinates were established by GPS observations
DN9089.and adjusted by the National Geodetic Survey in June 2019.
DN9089
DN9089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN9089.been affixed to the stable North American Tectonic Plate.
DN9089
DN9089.The coordinates are valid at the epoch date displayed above
DN9089.which is a decimal equivalence of Year/Month/Day.
DN9089
DN9089.Due to the release of the International GNSS Service (IGS) 2014
DN9089.realization of the International Terrestrial Reference Frame of 2014
DN9089.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN9089.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN9089.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN9089.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN9089.currently published epoch of 2010.00.
DN9089
DN9089.Additional information on MYCS2 is available at
DN9089.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN9089
DN9089.Significant digits in the geoid height do not necessarily reflect accuracy.
DN9089.GEOID18 height accuracy estimate available here.
DN9089
DN9089.The PID for the CORS L1 Phase Center is DO9592.
DN9089
DN9089.Click photographs - Photos may exist for this station.
DN9089
DN9089.The XYZ, and position/ellipsoidal ht. are equivalent.
DN9089
DN9089.The ellipsoidal height was determined by GPS observations
DN9089.and is referenced to NAD 83.
DN9089
DN9089. The following values were computed from the NAD 83(2011) position.
DN9089
DN9089; North East Units Scale Factor Converg.
DN9089;SPC CA 2 - 703,057.275 1,936,705.134 MT 0.99994008 -0 27 50.2
DN9089;SPC CA 2 - 2,306,613.74 6,354,006.76 sFT 0.99994008 -0 27 50.2
DN9089;UTM 10 - 4,371,586.236 522,712.897 MT 0.99960635 +0 10 04.8
DN9089
DN9089! - Elev Factor x Scale Factor = Combined Factor
DN9089!SPC CA 2 - 0.99969624 x 0.99994008 = 0.99963634
DN9089!UTM 10 - 0.99969624 x 0.99960635 = 0.99930271
DN9089
DN9089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2271271586(NAD 83)
DN9089
DN9089 SUPERSEDED SURVEY CONTROL
DN9089
DN9089 NAD 83(2011)- 39 29 36.91808(N) 122 44 09.08326(W) AD(2010.00) c
DN9089 ELLIP H (06/??/12) 1936.727 (m) GP(2010.00) c c
DN9089 NAD 83(CORS)- 39 29 36.91546(N) 122 44 09.07966(W) AD(2002.00) c
DN9089 ELLIP H (06/??/12) 1936.713 (m) GP(2002.00) c c
DN9089
DN9089.Superseded values are not recommended for survey control.
DN9089
DN9089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN9089.See file dsdata.pdf to determine how the superseded data were derived.
DN9089
DN9089_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN9089
DN9089 STATION DESCRIPTION
DN9089
DN9089'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN9089'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN9089'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN9089'ACCESSIBLE AT THE WORLDWIDE WEB.
DN9089'https://geodesy.noaa.gov/CORS/data.shtml
DN9089'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 19:51:50 EST
DN9091 ***********************************************************************
DN9091 CORS - This is a GPS Continuously Operating Reference Station.
DN9091 DESIGNATION - SHEETIRON_CN2007 CORS GRP
DN9091 CORS_ID - P334
DN9091 PID - DN9091
DN9091 STATE/COUNTY- CA/LAKE
DN9091 COUNTRY - US
DN9091 USGS QUAD - SAINT JOHN MOUNTAIN (2018)
DN9091
DN9091 *CURRENT SURVEY CONTROL
DN9091 ______________________________________________________________________
DN9091* NAD 83(2011) POSITION- 39 29 36.91804(N) 122 44 09.08349(W) ADJUSTED
DN9091* NAD 83(2011) ELLIP HT- 1936.717 (meters) (06/??/19) ADJUSTED
DN9091* NAD 83(2011) EPOCH - 2010.00
DN9091 ______________________________________________________________________
DN9091 GEOID HEIGHT - -27.933 (meters) GEOID18
DN9091 NAD 83(2011) X - -2,666,063.395 (meters) COMP
DN9091 NAD 83(2011) Y - -4,147,109.437 (meters) COMP
DN9091 NAD 83(2011) Z - 4,035,985.947 (meters) COMP
DN9091 LAPLACE CORR - 0.86 (seconds) DEFLEC18
DN9091
DN9091 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN9091 Standards:
DN9091 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN9091 Horiz Ellip SD_N SD_E SD_h (unitless)
DN9091 -------------------------------------------------------------------
DN9091 NETWORK 0.12 0.33 0.05 0.04 0.17 0.25518600
DN9091 -------------------------------------------------------------------
DN9091
DN9091.The horizontal coordinates were established by GPS observations
DN9091.and adjusted by the National Geodetic Survey in June 2019.
DN9091
DN9091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN9091.been affixed to the stable North American Tectonic Plate.
DN9091
DN9091.The horizontal coordinates are valid at the epoch date displayed above
DN9091.which is a decimal equivalence of Year/Month/Day.
DN9091
DN9091.Due to the release of the International GNSS Service (IGS) 2014
DN9091.realization of the International Terrestrial Reference Frame of 2014
DN9091.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN9091.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN9091.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN9091.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN9091.currently published epoch of 2010.00.
DN9091
DN9091.Additional information on MYCS2 is available at
DN9091.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN9091
DN9091.Significant digits in the geoid height do not necessarily reflect accuracy.
DN9091.GEOID18 height accuracy estimate available here.
DN9091
DN9091.Click photographs - Photos may exist for this station.
DN9091
DN9091.The XYZ, and position/ellipsoidal ht. are equivalent.
DN9091
DN9091.The Laplace correction was computed from DEFLEC18 derived deflections.
DN9091
DN9091.The ellipsoidal height was determined by GPS observations
DN9091.and is referenced to NAD 83.
DN9091
DN9091. The following values were computed from the NAD 83(2011) position.
DN9091
DN9091; North East Units Scale Factor Converg.
DN9091;SPC CA 2 - 703,057.275 1,936,705.134 MT 0.99994008 -0 27 50.2
DN9091;SPC CA 2 - 2,306,613.74 6,354,006.76 sFT 0.99994008 -0 27 50.2
DN9091;UTM 10 - 4,371,586.236 522,712.897 MT 0.99960635 +0 10 04.8
DN9091
DN9091! - Elev Factor x Scale Factor = Combined Factor
DN9091!SPC CA 2 - 0.99969625 x 0.99994008 = 0.99963634
DN9091!UTM 10 - 0.99969625 x 0.99960635 = 0.99930272
DN9091
DN9091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ2271271586(NAD 83)
DN9091
DN9091 SUPERSEDED SURVEY CONTROL
DN9091
DN9091 NAD 83(2011)- 39 29 36.91808(N) 122 44 09.08326(W) AD(2010.00) A
DN9091 ELLIP H (06/??/12) 1936.719 (m) GP(2010.00) 4 1
DN9091 NAD 83(CORS)- 39 29 36.91546(N) 122 44 09.07966(W) AD(2002.00) A
DN9091 ELLIP H (06/??/12) 1936.705 (m) GP(2002.00) 4 1
DN9091
DN9091.Superseded values are not recommended for survey control.
DN9091
DN9091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN9091.See file dsdata.pdf to determine how the superseded data were derived.
DN9091
DN9091_STAMPING: NONE
DN9091
DN9091 STATION DESCRIPTION
DN9091
DN9091'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P334'
DN9091'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN9091'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN9091'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN9091' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN9091' https://geodesy.noaa.gov/corsdata/station_log
DN9091' https://geodesy.noaa.gov/CORS
DN9091'RECOVERED AS DESCRIBED.
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