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 19:47:55 EST
CQ6015 ***********************************************************************
CQ6015 CORS - This is a GPS Continuously Operating Reference Station.
CQ6015 DESIGNATION - LIND HALL 2002 CORS ARP
CQ6015 CORS_ID - LINH
CQ6015 PID - CQ6015
CQ6015 STATE/COUNTY- WA/KITTITAS
CQ6015 COUNTRY - US
CQ6015 USGS QUAD - ELLENSBURG NORTH (2017)
CQ6015
CQ6015 *CURRENT SURVEY CONTROL
CQ6015 ______________________________________________________________________
CQ6015* NAD 83(2011) POSITION- 47 00 01.19121(N) 120 32 18.54535(W) ADJUSTED
CQ6015* NAD 83(2011) ELLIP HT- 472.727 (meters) (06/??/19) ADJUSTED
CQ6015* NAD 83(2011) EPOCH - 2010.00
CQ6015 ______________________________________________________________________
CQ6015 GEOID HEIGHT - -20.257 (meters) GEOID18
CQ6015 NAD 83(2011) X - -2,214,365.322 (meters) COMP
CQ6015 NAD 83(2011) Y - -3,753,478.895 (meters) COMP
CQ6015 NAD 83(2011) Z - 4,642,135.609 (meters) COMP
CQ6015
CQ6015 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
CQ6015 Standards:
CQ6015 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
CQ6015 Horiz Ellip SD_N SD_E SD_h (unitless)
CQ6015 -------------------------------------------------------------------
CQ6015 NETWORK 0.13 0.35 0.06 0.05 0.18 0.20024900
CQ6015 -------------------------------------------------------------------
CQ6015
CQ6015.The coordinates were established by GPS observations
CQ6015.and adjusted by the National Geodetic Survey in June 2019.
CQ6015
CQ6015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
CQ6015.been affixed to the stable North American Tectonic Plate.
CQ6015
CQ6015.The coordinates are valid at the epoch date displayed above
CQ6015.which is a decimal equivalence of Year/Month/Day.
CQ6015
CQ6015.Due to the release of the International GNSS Service (IGS) 2014
CQ6015.realization of the International Terrestrial Reference Frame of 2014
CQ6015.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
CQ6015.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
CQ6015.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
CQ6015.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
CQ6015.currently published epoch of 2010.00.
CQ6015
CQ6015.Additional information on MYCS2 is available at
CQ6015.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
CQ6015
CQ6015.Significant digits in the geoid height do not necessarily reflect accuracy.
CQ6015.GEOID18 height accuracy estimate available here.
CQ6015
CQ6015.The PID for the CORS L1 Phase Center is DQ7751.
CQ6015
CQ6015.Click photographs - Photos may exist for this station.
CQ6015
CQ6015.The XYZ, and position/ellipsoidal ht. are equivalent.
CQ6015
CQ6015.The ellipsoidal height was determined by GPS observations
CQ6015.and is referenced to NAD 83.
CQ6015
CQ6015. The following values were computed from the NAD 83(2011) position.
CQ6015
CQ6015; North East Units Scale Factor Converg.
CQ6015;SPC WA S - 185,290.667 497,073.190 MT 0.99994084 -0 01 40.6
CQ6015;SPC WA S - 607,907.80 1,630,814.29 sFT 0.99994084 -0 01 40.6
CQ6015;UTM 10 - 5,208,141.642 687,133.005 MT 1.00003041 +1 48 02.8
CQ6015
CQ6015! - Elev Factor x Scale Factor = Combined Factor
CQ6015!SPC WA S - 0.99992591 x 0.99994084 = 0.99986675
CQ6015!UTM 10 - 0.99992591 x 1.00003041 = 0.99995631
CQ6015
CQ6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8713308141(NAD 83)
CQ6015
CQ6015 SUPERSEDED SURVEY CONTROL
CQ6015
CQ6015 NAD 83(2011)- 47 00 01.19124(N) 120 32 18.54527(W) AD(2010.00) c
CQ6015 ELLIP H (08/??/11) 472.723 (m) GP(2010.00) c c
CQ6015 NAD 83(CORS)- 47 00 01.19035(N) 120 32 18.54665(W) AD(2002.00) c
CQ6015 NAD 83(CORS)- 47 00 01.19035(N) 120 32 18.54665(W) AD(2002.00) c
CQ6015 ELLIP H (05/??/02) 472.752 (m) GP(2002.00) c c
CQ6015 ELLIP H (05/??/02) 472.751 (m) GP(2002.00) c c
CQ6015
CQ6015.Superseded values are not recommended for survey control.
CQ6015
CQ6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CQ6015.See file dsdata.pdf to determine how the superseded data were derived.
CQ6015
CQ6015_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
CQ6015
CQ6015 STATION DESCRIPTION
CQ6015
CQ6015'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
CQ6015'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
CQ6015'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
CQ6015'ACCESSIBLE AT THE WORLDWIDE WEB.
CQ6015'https://geodesy.noaa.gov/CORS/data.shtml
CQ6015'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 19:47:55 EST
CQ6017 ***********************************************************************
CQ6017 HT_MOD - This is a Height Modernization Survey Station.
CQ6017 CORS - This is a GPS Continuously Operating Reference Station.
CQ6017 DESIGNATION - LIND HALL 2002 CORS MONUMENT
CQ6017 CORS_ID - LINH
CQ6017 PID - CQ6017
CQ6017 STATE/COUNTY- WA/KITTITAS
CQ6017 COUNTRY - US
CQ6017 USGS QUAD - ELLENSBURG NORTH (2017)
CQ6017
CQ6017 *CURRENT SURVEY CONTROL
CQ6017 ______________________________________________________________________
CQ6017* NAD 83(2011) POSITION- 47 00 01.19121(N) 120 32 18.54535(W) ADJUSTED
CQ6017* NAD 83(2011) ELLIP HT- 472.648 (meters) (06/??/19) ADJUSTED
CQ6017* NAD 83(2011) EPOCH - 2010.00
CQ6017* NAVD 88 ORTHO HEIGHT - 492.93 (meters) 1617.2 (feet) GPS OBS
CQ6017 ______________________________________________________________________
CQ6017 GEOID HEIGHT - -20.257 (meters) GEOID18
CQ6017 NAD 83(2011) X - -2,214,365.295 (meters) COMP
CQ6017 NAD 83(2011) Y - -3,753,478.849 (meters) COMP
CQ6017 NAD 83(2011) Z - 4,642,135.551 (meters) COMP
CQ6017 LAPLACE CORR - -2.95 (seconds) DEFLEC18
CQ6017
CQ6017 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
CQ6017 Standards:
CQ6017 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
CQ6017 Horiz Ellip SD_N SD_E SD_h (unitless)
CQ6017 -------------------------------------------------------------------
CQ6017 NETWORK 0.13 0.35 0.06 0.05 0.18 0.20024900
CQ6017 -------------------------------------------------------------------
CQ6017
CQ6017.The horizontal coordinates were established by GPS observations
CQ6017.and adjusted by the National Geodetic Survey in June 2019.
CQ6017
CQ6017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
CQ6017.been affixed to the stable North American Tectonic Plate.
CQ6017
CQ6017.The horizontal coordinates are valid at the epoch date displayed above
CQ6017.which is a decimal equivalence of Year/Month/Day.
CQ6017
CQ6017.Due to the release of the International GNSS Service (IGS) 2014
CQ6017.realization of the International Terrestrial Reference Frame of 2014
CQ6017.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
CQ6017.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
CQ6017.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
CQ6017.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
CQ6017.currently published epoch of 2010.00.
CQ6017
CQ6017.Additional information on MYCS2 is available at
CQ6017.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
CQ6017
CQ6017.The orthometric height was determined by GPS observations and a
CQ6017.high-resolution geoid model using precise GPS observation and
CQ6017.processing techniques.
CQ6017
CQ6017.Significant digits in the geoid height do not necessarily reflect accuracy.
CQ6017.GEOID18 height accuracy estimate available here.
CQ6017
CQ6017.Click photographs - Photos may exist for this station.
CQ6017
CQ6017.The XYZ, and position/ellipsoidal ht. are equivalent.
CQ6017
CQ6017.The Laplace correction was computed from DEFLEC18 derived deflections.
CQ6017
CQ6017.The ellipsoidal height was determined by GPS observations
CQ6017.and is referenced to NAD 83.
CQ6017
CQ6017. The following values were computed from the NAD 83(2011) position.
CQ6017
CQ6017; North East Units Scale Factor Converg.
CQ6017;SPC WA S - 185,290.667 497,073.190 MT 0.99994084 -0 01 40.6
CQ6017;SPC WA S - 607,907.80 1,630,814.29 sFT 0.99994084 -0 01 40.6
CQ6017;UTM 10 - 5,208,141.642 687,133.005 MT 1.00003041 +1 48 02.8
CQ6017
CQ6017! - Elev Factor x Scale Factor = Combined Factor
CQ6017!SPC WA S - 0.99992592 x 0.99994084 = 0.99986676
CQ6017!UTM 10 - 0.99992592 x 1.00003041 = 0.99995633
CQ6017
CQ6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFT8713308141(NAD 83)
CQ6017
CQ6017 SUPERSEDED SURVEY CONTROL
CQ6017
CQ6017 NAD 83(2011)- 47 00 01.19124(N) 120 32 18.54527(W) AD(2010.00) A
CQ6017 ELLIP H (08/??/11) 472.644 (m) GP(2010.00) 4 1
CQ6017 NAD 83(CORS)- 47 00 01.19035(N) 120 32 18.54665(W) AD(2002.00) A
CQ6017 ELLIP H (05/??/02) 472.672 (m) GP(2002.00) 4 1
CQ6017 NAVD 88 (10/23/09) 492.93 (m) GEOID03 model used GPS OBS
CQ6017
CQ6017.Superseded values are not recommended for survey control.
CQ6017
CQ6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CQ6017.See file dsdata.pdf to determine how the superseded data were derived.
CQ6017
CQ6017_STAMPING: NONE
CQ6017
CQ6017 STATION DESCRIPTION
CQ6017
CQ6017'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'LINH'
CQ6017'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
CQ6017'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
CQ6017'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
CQ6017' https://geodesy.noaa.gov/corsdata/coord/coord_14
CQ6017' https://geodesy.noaa.gov/corsdata/station_log
CQ6017' https://geodesy.noaa.gov/CORS
CQ6017'RECOVERED AS DESCRIBED.
*** retrieval complete.
Elapsed Time = 00:00:03