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 23:03:06 EST
DL7662 ***********************************************************************
DL7662 CORS - This is a GPS Continuously Operating Reference Station.
DL7662 DESIGNATION - QUARTZ_CRKAK2005 CORS ARP
DL7662 CORS_ID - AC38
DL7662 PID - DL7662
DL7662 STATE/COUNTY- AK/KODIAK ISLAND BOROUGH
DL7662 COUNTRY - US
DL7662 USGS QUAD -
DL7662
DL7662 *CURRENT SURVEY CONTROL
DL7662 ______________________________________________________________________
DL7662* NAD 83(2011) POSITION- 57 45 13.27060(N) 153 20 30.66009(W) ADJUSTED
DL7662* NAD 83(2011) ELLIP HT- 43.349 (meters) (10/??/20) ADJUSTED
DL7662* NAD 83(2011) EPOCH - 2010.00
DL7662 ______________________________________________________________________
DL7662 GEOID HEIGHT - 11.257 (meters) GEOID12B
DL7662 NAD 83(2011) X - -3,048,694.438 (meters) COMP
DL7662 NAD 83(2011) Y - -1,530,544.465 (meters) COMP
DL7662 NAD 83(2011) Z - 5,371,186.985 (meters) COMP
DL7662
DL7662 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7662 Standards:
DL7662 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7662 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7662 -------------------------------------------------------------------
DL7662 NETWORK 0.24 0.41 0.10 0.09 0.21 -0.41088400
DL7662 -------------------------------------------------------------------
DL7662
DL7662.The coordinates were established by GPS observations
DL7662.and adjusted by the National Geodetic Survey in October 2020.
DL7662
DL7662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7662.been affixed to the stable North American Tectonic Plate.
DL7662
DL7662.The coordinates are valid at the epoch date displayed above
DL7662.which is a decimal equivalence of Year/Month/Day.
DL7662
DL7662.Due to the release of the International GNSS Service (IGS) 2014
DL7662.realization of the International Terrestrial Reference Frame of 2014
DL7662.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7662.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7662.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7662.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7662.currently published epoch of 2010.00.
DL7662
DL7662.Additional information on MYCS2 is available at
DL7662.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7662
DL7662.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7662.GEOID12B height accuracy estimate available here.
DL7662
DL7662.The PID for the CORS L1 Phase Center is DL7663.
DL7662
DL7662.Click photographs - Photos may exist for this station.
DL7662
DL7662.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7662
DL7662.The ellipsoidal height was determined by GPS observations
DL7662.and is referenced to NAD 83.
DL7662
DL7662. The following values were computed from the NAD 83(2011) position.
DL7662
DL7662; North East Units Scale Factor Converg.
DL7662;UTM 05 - 6,401,339.157 479,655.003 MT 0.99960507 -0 17 20.8
DL7662
DL7662! - Elev Factor x Scale Factor = Combined Factor
DL7662!UTM 05 - 0.99999321 x 0.99960507 = 0.99959829
DL7662
DL7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VME7965501339(NAD 83)
DL7662
DL7662 SUPERSEDED SURVEY CONTROL
DL7662
DL7662 NAD 83(2011)- 57 45 13.27026(N) 153 20 30.66009(W) AD(2010.00) c
DL7662 ELLIP H (02/??/20) 43.349 (m) GP(2010.00) c c
DL7662 NAD 83(2011)- 57 45 13.26982(N) 153 20 30.65880(W) AD(2010.00) c
DL7662 ELLIP H (06/??/19) 43.349 (m) GP(2010.00) c c
DL7662 NAD 83(2011)- 57 45 13.26946(N) 153 20 30.65879(W) AD(2010.00) c
DL7662 ELLIP H (08/??/11) 43.354 (m) GP(2010.00) c c
DL7662 NAD 83(CORS)- 57 45 13.26923(N) 153 20 30.65753(W) AD(2003.00) c
DL7662 ELLIP H (05/??/10) 43.350 (m) GP(2003.00) c c
DL7662
DL7662.Superseded values are not recommended for survey control.
DL7662
DL7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7662.See file dsdata.pdf to determine how the superseded data were derived.
DL7662
DL7662_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL7662
DL7662 STATION DESCRIPTION
DL7662
DL7662'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
DL7662'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL7662'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL7662'ACCESSIBLE AT THE WORLDWIDE WEB.
DL7662'https://geodesy.noaa.gov/CORS/data.shtml
DL7662'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 23:03:06 EST
DL7664 ***********************************************************************
DL7664 CORS - This is a GPS Continuously Operating Reference Station.
DL7664 DESIGNATION - QUARTZ_CRKAK2005 CORS GRP
DL7664 CORS_ID - AC38
DL7664 PID - DL7664
DL7664 STATE/COUNTY- AK/KODIAK ISLAND BOROUGH
DL7664 COUNTRY - US
DL7664 USGS QUAD -
DL7664
DL7664 *CURRENT SURVEY CONTROL
DL7664 ______________________________________________________________________
DL7664* NAD 83(2011) POSITION- 57 45 13.27060(N) 153 20 30.66009(W) ADJUSTED
DL7664* NAD 83(2011) ELLIP HT- 43.340 (meters) (10/??/20) ADJUSTED
DL7664* NAD 83(2011) EPOCH - 2010.00
DL7664 ______________________________________________________________________
DL7664 GEOID HEIGHT - 11.257 (meters) GEOID12B
DL7664 NAD 83(2011) X - -3,048,694.434 (meters) COMP
DL7664 NAD 83(2011) Y - -1,530,544.463 (meters) COMP
DL7664 NAD 83(2011) Z - 5,371,186.978 (meters) COMP
DL7664 LAPLACE CORR - 2.59 (seconds) DEFLEC12B
DL7664
DL7664 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7664 Standards:
DL7664 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7664 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7664 -------------------------------------------------------------------
DL7664 NETWORK 0.24 0.41 0.10 0.09 0.21 -0.41088400
DL7664 -------------------------------------------------------------------
DL7664
DL7664.The horizontal coordinates were established by GPS observations
DL7664.and adjusted by the National Geodetic Survey in October 2020.
DL7664
DL7664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7664.been affixed to the stable North American Tectonic Plate.
DL7664
DL7664.The horizontal coordinates are valid at the epoch date displayed above
DL7664.which is a decimal equivalence of Year/Month/Day.
DL7664
DL7664.Due to the release of the International GNSS Service (IGS) 2014
DL7664.realization of the International Terrestrial Reference Frame of 2014
DL7664.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7664.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7664.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7664.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7664.currently published epoch of 2010.00.
DL7664
DL7664.Additional information on MYCS2 is available at
DL7664.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7664
DL7664.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7664.GEOID12B height accuracy estimate available here.
DL7664
DL7664.Click photographs - Photos may exist for this station.
DL7664
DL7664.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7664
DL7664.The Laplace correction was computed from DEFLEC12B derived deflections.
DL7664
DL7664.The ellipsoidal height was determined by GPS observations
DL7664.and is referenced to NAD 83.
DL7664
DL7664. The following values were computed from the NAD 83(2011) position.
DL7664
DL7664; North East Units Scale Factor Converg.
DL7664;UTM 05 - 6,401,339.157 479,655.003 MT 0.99960507 -0 17 20.8
DL7664
DL7664! - Elev Factor x Scale Factor = Combined Factor
DL7664!UTM 05 - 0.99999321 x 0.99960507 = 0.99959829
DL7664
DL7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 5VME7965501339(NAD 83)
DL7664
DL7664 SUPERSEDED SURVEY CONTROL
DL7664
DL7664 NAD 83(2011)- 57 45 13.27026(N) 153 20 30.66009(W) AD(2010.00) A
DL7664 ELLIP H (02/??/20) 43.341 (m) GP(2010.00) 4 1
DL7664 NAD 83(2011)- 57 45 13.26982(N) 153 20 30.65880(W) AD(2010.00) A
DL7664 ELLIP H (06/??/19) 43.341 (m) GP(2010.00) 4 1
DL7664 NAD 83(2011)- 57 45 13.26946(N) 153 20 30.65879(W) AD(2010.00) A
DL7664 ELLIP H (08/??/11) 43.346 (m) GP(2010.00) 4 1
DL7664 NAD 83(CORS)- 57 45 13.26923(N) 153 20 30.65753(W) AD(2003.00) A
DL7664 ELLIP H (05/??/10) 43.341 (m) GP(2003.00) 4 1
DL7664
DL7664.Superseded values are not recommended for survey control.
DL7664
DL7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7664.See file dsdata.pdf to determine how the superseded data were derived.
DL7664
DL7664_STAMPING: UNKNOWN
DL7664
DL7664 STATION DESCRIPTION
DL7664
DL7664'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AC38'
DL7664'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL7664'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL7664'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL7664' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL7664' https://geodesy.noaa.gov/corsdata/station_log
DL7664' https://geodesy.noaa.gov/CORS
DL7664'RECOVERED AS DESCRIBED.
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