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 22:23:52 EST
DN5642 ***********************************************************************
DN5642 CORS - This is a GPS Continuously Operating Reference Station.
DN5642 DESIGNATION - BABBITTPK_CN2008 CORS ARP
DN5642 CORS_ID - P149
DN5642 PID - DN5642
DN5642 STATE/COUNTY- CA/SIERRA
DN5642 COUNTRY - US
DN5642 USGS QUAD - DOG VALLEY (2018)
DN5642
DN5642 *CURRENT SURVEY CONTROL
DN5642 ______________________________________________________________________
DN5642* NAD 83(2011) POSITION- 39 36 07.65342(N) 120 06 17.85674(W) ADJUSTED
DN5642* NAD 83(2011) ELLIP HT- 2635.233 (meters) (06/??/19) ADJUSTED
DN5642* NAD 83(2011) EPOCH - 2010.00
DN5642 ______________________________________________________________________
DN5642 GEOID HEIGHT - -23.397 (meters) GEOID18
DN5642 NAD 83(2011) X - -2,469,314.227 (meters) COMP
DN5642 NAD 83(2011) Y - -4,258,940.752 (meters) COMP
DN5642 NAD 83(2011) Z - 4,045,726.095 (meters) COMP
DN5642
DN5642 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5642 Standards:
DN5642 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5642 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5642 -------------------------------------------------------------------
DN5642 NETWORK 0.12 0.37 0.05 0.04 0.19 0.01948300
DN5642 -------------------------------------------------------------------
DN5642
DN5642.The coordinates were established by GPS observations
DN5642.and adjusted by the National Geodetic Survey in June 2019.
DN5642
DN5642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5642.been affixed to the stable North American Tectonic Plate.
DN5642
DN5642.The coordinates are valid at the epoch date displayed above
DN5642.which is a decimal equivalence of Year/Month/Day.
DN5642
DN5642.Due to the release of the International GNSS Service (IGS) 2014
DN5642.realization of the International Terrestrial Reference Frame of 2014
DN5642.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5642.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5642.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5642.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5642.currently published epoch of 2010.00.
DN5642
DN5642.Additional information on MYCS2 is available at
DN5642.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5642
DN5642.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5642.GEOID18 height accuracy estimate available here.
DN5642
DN5642.The PID for the CORS L1 Phase Center is DR3594.
DN5642
DN5642.Click photographs - Photos may exist for this station.
DN5642
DN5642.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5642
DN5642.The ellipsoidal height was determined by GPS observations
DN5642.and is referenced to NAD 83.
DN5642
DN5642. The following values were computed from the NAD 83(2011) position.
DN5642
DN5642; North East Units Scale Factor Converg.
DN5642;SPC CA 2 - 716,547.720 2,162,740.995 MT 0.99995539 +1 11 41.1
DN5642;SPC CA 2 - 2,350,873.64 7,095,592.75 sFT 0.99995539 +1 11 41.1
DN5642;UTM 10 - 4,387,603.575 748,568.025 MT 1.00036076 +1 50 47.0
DN5642
DN5642! - Elev Factor x Scale Factor = Combined Factor
DN5642!SPC CA 2 - 0.99958674 x 0.99995539 = 0.99954215
DN5642!UTM 10 - 0.99958674 x 1.00036076 = 0.99994735
DN5642
DN5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4856887603(NAD 83)
DN5642
DN5642 SUPERSEDED SURVEY CONTROL
DN5642
DN5642 NAD 83(2011)- 39 36 07.65359(N) 120 06 17.85641(W) AD(2010.00) c
DN5642 ELLIP H (01/??/12) 2635.233 (m) GP(2010.00) c c
DN5642 NAD 83(CORS)- 39 36 07.65175(N) 120 06 17.85453(W) AD(2002.00) c
DN5642 ELLIP H (01/??/12) 2635.231 (m) GP(2002.00) c c
DN5642
DN5642.Superseded values are not recommended for survey control.
DN5642
DN5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5642.See file dsdata.pdf to determine how the superseded data were derived.
DN5642
DN5642_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5642
DN5642 STATION DESCRIPTION
DN5642
DN5642'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN5642'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5642'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5642'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5642'https://geodesy.noaa.gov/CORS/data.shtml
DN5642'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 22:23:52 EST
DN5644 ***********************************************************************
DN5644 CORS - This is a GPS Continuously Operating Reference Station.
DN5644 DESIGNATION - BABBITTPK_CN2008 CORS GRP
DN5644 CORS_ID - P149
DN5644 PID - DN5644
DN5644 STATE/COUNTY- CA/SIERRA
DN5644 COUNTRY - US
DN5644 USGS QUAD - DOG VALLEY (2018)
DN5644
DN5644 *CURRENT SURVEY CONTROL
DN5644 ______________________________________________________________________
DN5644* NAD 83(2011) POSITION- 39 36 07.65342(N) 120 06 17.85674(W) ADJUSTED
DN5644* NAD 83(2011) ELLIP HT- 2635.225 (meters) (06/??/19) ADJUSTED
DN5644* NAD 83(2011) EPOCH - 2010.00
DN5644 ______________________________________________________________________
DN5644 GEOID HEIGHT - -23.397 (meters) GEOID18
DN5644 NAD 83(2011) X - -2,469,314.224 (meters) COMP
DN5644 NAD 83(2011) Y - -4,258,940.747 (meters) COMP
DN5644 NAD 83(2011) Z - 4,045,726.089 (meters) COMP
DN5644 LAPLACE CORR - -0.40 (seconds) DEFLEC18
DN5644
DN5644 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5644 Standards:
DN5644 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5644 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5644 -------------------------------------------------------------------
DN5644 NETWORK 0.12 0.37 0.05 0.04 0.19 0.01948300
DN5644 -------------------------------------------------------------------
DN5644
DN5644.The horizontal coordinates were established by GPS observations
DN5644.and adjusted by the National Geodetic Survey in June 2019.
DN5644
DN5644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5644.been affixed to the stable North American Tectonic Plate.
DN5644
DN5644.The horizontal coordinates are valid at the epoch date displayed above
DN5644.which is a decimal equivalence of Year/Month/Day.
DN5644
DN5644.Due to the release of the International GNSS Service (IGS) 2014
DN5644.realization of the International Terrestrial Reference Frame of 2014
DN5644.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5644.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5644.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5644.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5644.currently published epoch of 2010.00.
DN5644
DN5644.Additional information on MYCS2 is available at
DN5644.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5644
DN5644.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5644.GEOID18 height accuracy estimate available here.
DN5644
DN5644.Click photographs - Photos may exist for this station.
DN5644
DN5644.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5644
DN5644.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5644
DN5644.The ellipsoidal height was determined by GPS observations
DN5644.and is referenced to NAD 83.
DN5644
DN5644. The following values were computed from the NAD 83(2011) position.
DN5644
DN5644; North East Units Scale Factor Converg.
DN5644;SPC CA 2 - 716,547.720 2,162,740.995 MT 0.99995539 +1 11 41.1
DN5644;SPC CA 2 - 2,350,873.64 7,095,592.75 sFT 0.99995539 +1 11 41.1
DN5644;UTM 10 - 4,387,603.575 748,568.025 MT 1.00036076 +1 50 47.0
DN5644
DN5644! - Elev Factor x Scale Factor = Combined Factor
DN5644!SPC CA 2 - 0.99958674 x 0.99995539 = 0.99954215
DN5644!UTM 10 - 0.99958674 x 1.00036076 = 0.99994735
DN5644
DN5644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ4856887603(NAD 83)
DN5644
DN5644 SUPERSEDED SURVEY CONTROL
DN5644
DN5644 NAD 83(2011)- 39 36 07.65359(N) 120 06 17.85641(W) AD(2010.00) A
DN5644 ELLIP H (01/??/12) 2635.225 (m) GP(2010.00) 4 1
DN5644 NAD 83(CORS)- 39 36 07.65175(N) 120 06 17.85453(W) AD(2002.00) A
DN5644 ELLIP H (01/??/12) 2635.222 (m) GP(2002.00) 4 1
DN5644
DN5644.Superseded values are not recommended for survey control.
DN5644
DN5644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5644.See file dsdata.pdf to determine how the superseded data were derived.
DN5644
DN5644_STAMPING: UNKNOWN
DN5644
DN5644 STATION DESCRIPTION
DN5644
DN5644'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P149'
DN5644'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5644'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5644'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5644' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5644' https://geodesy.noaa.gov/corsdata/station_log
DN5644' https://geodesy.noaa.gov/CORS
DN5644'RECOVERED AS DESCRIBED.
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