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 04:06:15 EST
DL6684 ***********************************************************************
DL6684 CORS - This is a GPS Continuously Operating Reference Station.
DL6684 DESIGNATION - BUCKLAND__AK2007 CORS ARP
DL6684 CORS_ID - AC07
DL6684 PID - DL6684
DL6684 STATE/COUNTY- AK/NORTHWEST ARCTIC BOROUGH
DL6684 COUNTRY - US
DL6684 USGS QUAD - CANDLE D-5 NW (2014)
DL6684
DL6684 *CURRENT SURVEY CONTROL
DL6684 ______________________________________________________________________
DL6684* NAD 83(2011) POSITION- 65 57 40.66591(N) 161 17 11.71635(W) ADJUSTED
DL6684* NAD 83(2011) ELLIP HT- 175.703 (meters) (06/??/19) ADJUSTED
DL6684* NAD 83(2011) EPOCH - 2010.00
DL6684 ______________________________________________________________________
DL6684 GEOID HEIGHT - 4.851 (meters) GEOID12B
DL6684 NAD 83(2011) X - -2,467,773.071 (meters) COMP
DL6684 NAD 83(2011) Y - -835,939.006 (meters) COMP
DL6684 NAD 83(2011) Z - 5,802,351.312 (meters) COMP
DL6684
DL6684 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6684 Standards:
DL6684 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6684 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6684 -------------------------------------------------------------------
DL6684 NETWORK 0.16 0.37 0.07 0.05 0.19 -0.03038700
DL6684 -------------------------------------------------------------------
DL6684
DL6684.The coordinates were established by GPS observations
DL6684.and adjusted by the National Geodetic Survey in June 2019.
DL6684
DL6684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6684.been affixed to the stable North American Tectonic Plate.
DL6684
DL6684.The coordinates are valid at the epoch date displayed above
DL6684.which is a decimal equivalence of Year/Month/Day.
DL6684
DL6684.Due to the release of the International GNSS Service (IGS) 2014
DL6684.realization of the International Terrestrial Reference Frame of 2014
DL6684.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6684.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6684.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6684.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6684.currently published epoch of 2010.00.
DL6684
DL6684.Additional information on MYCS2 is available at
DL6684.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6684
DL6684.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6684.GEOID12B height accuracy estimate available here.
DL6684
DL6684.The PID for the CORS L1 Phase Center is DR1487.
DL6684
DL6684.Click photographs - Photos may exist for this station.
DL6684
DL6684.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6684
DL6684.The ellipsoidal height was determined by GPS observations
DL6684.and is referenced to NAD 83.
DL6684
DL6684. The following values were computed from the NAD 83(2011) position.
DL6684
DL6684; North East Units Scale Factor Converg.
DL6684;UTM 04 - 7,317,490.127 396,080.799 MT 0.99973219 -2 05 18.4
DL6684
DL6684! - Elev Factor x Scale Factor = Combined Factor
DL6684!UTM 04 - 0.99997251 x 0.99973219 = 0.99970471
DL6684
DL6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 4WCU9608017490(NAD 83)
DL6684
DL6684 SUPERSEDED SURVEY CONTROL
DL6684
DL6684 NAD 83(2011)- 65 57 40.66588(N) 161 17 11.71630(W) AD(2010.00) c
DL6684 ELLIP H (08/??/11) 175.701 (m) GP(2010.00) c c
DL6684 NAD 83(CORS)- 65 57 40.66550(N) 161 17 11.71458(W) AD(2003.00) c
DL6684 ELLIP H (03/??/10) 175.712 (m) GP(2003.00) c c
DL6684
DL6684.Superseded values are not recommended for survey control.
DL6684
DL6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6684.See file dsdata.pdf to determine how the superseded data were derived.
DL6684
DL6684_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL6684
DL6684 STATION DESCRIPTION
DL6684
DL6684'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL6684'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL6684'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL6684'ACCESSIBLE AT THE WORLDWIDE WEB.
DL6684'https://geodesy.noaa.gov/CORS/data.shtml
DL6684'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 04:06:15 EST
DL6686 ***********************************************************************
DL6686 CORS - This is a GPS Continuously Operating Reference Station.
DL6686 DESIGNATION - BUCKLAND__AK2007 CORS GRP
DL6686 CORS_ID - AC07
DL6686 PID - DL6686
DL6686 STATE/COUNTY- AK/NORTHWEST ARCTIC BOROUGH
DL6686 COUNTRY - US
DL6686 USGS QUAD - CANDLE D-5 NW (2014)
DL6686
DL6686 *CURRENT SURVEY CONTROL
DL6686 ______________________________________________________________________
DL6686* NAD 83(2011) POSITION- 65 57 40.66591(N) 161 17 11.71635(W) ADJUSTED
DL6686* NAD 83(2011) ELLIP HT- 175.695 (meters) (06/??/19) ADJUSTED
DL6686* NAD 83(2011) EPOCH - 2010.00
DL6686 ______________________________________________________________________
DL6686 GEOID HEIGHT - 4.851 (meters) GEOID12B
DL6686 NAD 83(2011) X - -2,467,773.068 (meters) COMP
DL6686 NAD 83(2011) Y - -835,939.005 (meters) COMP
DL6686 NAD 83(2011) Z - 5,802,351.304 (meters) COMP
DL6686 LAPLACE CORR - 13.68 (seconds) DEFLEC12B
DL6686
DL6686 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6686 Standards:
DL6686 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6686 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6686 -------------------------------------------------------------------
DL6686 NETWORK 0.16 0.37 0.07 0.05 0.19 -0.03038700
DL6686 -------------------------------------------------------------------
DL6686
DL6686.The horizontal coordinates were established by GPS observations
DL6686.and adjusted by the National Geodetic Survey in June 2019.
DL6686
DL6686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6686.been affixed to the stable North American Tectonic Plate.
DL6686
DL6686.The horizontal coordinates are valid at the epoch date displayed above
DL6686.which is a decimal equivalence of Year/Month/Day.
DL6686
DL6686.Due to the release of the International GNSS Service (IGS) 2014
DL6686.realization of the International Terrestrial Reference Frame of 2014
DL6686.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6686.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6686.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6686.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6686.currently published epoch of 2010.00.
DL6686
DL6686.Additional information on MYCS2 is available at
DL6686.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6686
DL6686.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6686.GEOID12B height accuracy estimate available here.
DL6686
DL6686.Click photographs - Photos may exist for this station.
DL6686
DL6686.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6686
DL6686.The Laplace correction was computed from DEFLEC12B derived deflections.
DL6686
DL6686.The ellipsoidal height was determined by GPS observations
DL6686.and is referenced to NAD 83.
DL6686
DL6686. The following values were computed from the NAD 83(2011) position.
DL6686
DL6686; North East Units Scale Factor Converg.
DL6686;SPC AK 7 - 1,332,658.562 532,437.565 MT 0.99991288 +0 39 05.6
DL6686;UTM 04 - 7,317,490.127 396,080.799 MT 0.99973219 -2 05 18.4
DL6686
DL6686! - Elev Factor x Scale Factor = Combined Factor
DL6686!SPC AK 7 - 0.99997252 x 0.99991288 = 0.99988540
DL6686!UTM 04 - 0.99997252 x 0.99973219 = 0.99970471
DL6686
DL6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 4WCU9608017490(NAD 83)
DL6686
DL6686 SUPERSEDED SURVEY CONTROL
DL6686
DL6686 NAD 83(2011)- 65 57 40.66588(N) 161 17 11.71630(W) AD(2010.00) A
DL6686 ELLIP H (08/??/11) 175.693 (m) GP(2010.00) 4 1
DL6686 NAD 83(CORS)- 65 57 40.66550(N) 161 17 11.71458(W) AD(2003.00) A
DL6686 ELLIP H (03/??/10) 175.703 (m) GP(2003.00) 4 1
DL6686
DL6686.Superseded values are not recommended for survey control.
DL6686
DL6686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6686.See file dsdata.pdf to determine how the superseded data were derived.
DL6686
DL6686_STAMPING: UNKNOWN
DL6686
DL6686 STATION DESCRIPTION
DL6686
DL6686'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AC07'
DL6686'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL6686'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL6686'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL6686' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL6686' https://geodesy.noaa.gov/corsdata/station_log
DL6686' https://geodesy.noaa.gov/CORS
DL6686'RECOVERED AS DESCRIBED.
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