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 00:28:15 EST
DO1800 ***********************************************************************
DO1800 CORS - This is a GPS Continuously Operating Reference Station.
DO1800 DESIGNATION - MANLEY_HOTAK2006 CORS ARP
DO1800 CORS_ID - AB36
DO1800 PID - DO1800
DO1800 STATE/COUNTY- AK/YUKON-KOYUKUK CENSUS
DO1800 COUNTRY - US
DO1800 USGS QUAD - TANANA A-2 SE (2017)
DO1800
DO1800 *CURRENT SURVEY CONTROL
DO1800 ______________________________________________________________________
DO1800* NAD 83(2011) POSITION- 65 01 49.43833(N) 150 44 38.23981(W) ADJUSTED
DO1800* NAD 83(2011) ELLIP HT- 816.076 (meters) (06/??/19) ADJUSTED
DO1800* NAD 83(2011) EPOCH - 2010.00
DO1800 ______________________________________________________________________
DO1800 GEOID HEIGHT - 9.028 (meters) GEOID12B
DO1800 NAD 83(2011) X - -2,355,801.706 (meters) COMP
DO1800 NAD 83(2011) Y - -1,319,638.840 (meters) COMP
DO1800 NAD 83(2011) Z - 5,759,881.218 (meters) COMP
DO1800
DO1800 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DO1800 Standards:
DO1800 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DO1800 Horiz Ellip SD_N SD_E SD_h (unitless)
DO1800 -------------------------------------------------------------------
DO1800 NETWORK 0.29 0.72 0.14 0.09 0.37 0.07878700
DO1800 -------------------------------------------------------------------
DO1800
DO1800.The coordinates were established by GPS observations
DO1800.and adjusted by the National Geodetic Survey in June 2019.
DO1800
DO1800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DO1800.been affixed to the stable North American Tectonic Plate.
DO1800
DO1800.The coordinates are valid at the epoch date displayed above
DO1800.which is a decimal equivalence of Year/Month/Day.
DO1800
DO1800.Due to the release of the International GNSS Service (IGS) 2014
DO1800.realization of the International Terrestrial Reference Frame of 2014
DO1800.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DO1800.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DO1800.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DO1800.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DO1800.currently published epoch of 2010.00.
DO1800
DO1800.Additional information on MYCS2 is available at
DO1800.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DO1800
DO1800.Significant digits in the geoid height do not necessarily reflect accuracy.
DO1800.GEOID12B height accuracy estimate available here.
DO1800
DO1800.The PID for the CORS L1 Phase Center is DO1801.
DO1800
DO1800.Click photographs - Photos may exist for this station.
DO1800
DO1800.The XYZ, and position/ellipsoidal ht. are equivalent.
DO1800
DO1800.The ellipsoidal height was determined by GPS observations
DO1800.and is referenced to NAD 83.
DO1800
DO1800. The following values were computed from the NAD 83(2011) position.
DO1800
DO1800; North East Units Scale Factor Converg.
DO1800;UTM 05 - 7,213,739.170 606,248.935 MT 0.99973821 +2 02 43.3
DO1800
DO1800! - Elev Factor x Scale Factor = Combined Factor
DO1800!UTM 05 - 0.99987234 x 0.99973821 = 0.99961059
DO1800
DO1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 5WPN0624813739(NAD 83)
DO1800
DO1800 SUPERSEDED SURVEY CONTROL
DO1800
DO1800 NAD 83(2011)- 65 01 49.43816(N) 150 44 38.24001(W) AD(2010.00) c
DO1800 ELLIP H (11/??/12) 816.054 (m) GP(2010.00) c c
DO1800
DO1800.Superseded values are not recommended for survey control.
DO1800
DO1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DO1800.See file dsdata.pdf to determine how the superseded data were derived.
DO1800
DO1800_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DO1800
DO1800 STATION DESCRIPTION
DO1800
DO1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DO1800'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DO1800'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DO1800'ACCESSIBLE AT THE WORLDWIDE WEB.
DO1800'https://geodesy.noaa.gov/CORS/data.shtml
DO1800'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 00:28:15 EST
DO1802 ***********************************************************************
DO1802 CORS - This is a GPS Continuously Operating Reference Station.
DO1802 DESIGNATION - MANLEY_HOTAK2006 CORS GRP
DO1802 CORS_ID - AB36
DO1802 PID - DO1802
DO1802 STATE/COUNTY- AK/YUKON-KOYUKUK CENSUS
DO1802 COUNTRY - US
DO1802 USGS QUAD - TANANA A-2 SE (2017)
DO1802
DO1802 *CURRENT SURVEY CONTROL
DO1802 ______________________________________________________________________
DO1802* NAD 83(2011) POSITION- 65 01 49.43833(N) 150 44 38.23981(W) ADJUSTED
DO1802* NAD 83(2011) ELLIP HT- 816.067 (meters) (06/??/19) ADJUSTED
DO1802* NAD 83(2011) EPOCH - 2010.00
DO1802 ______________________________________________________________________
DO1802 GEOID HEIGHT - 9.028 (meters) GEOID12B
DO1802 NAD 83(2011) X - -2,355,801.703 (meters) COMP
DO1802 NAD 83(2011) Y - -1,319,638.839 (meters) COMP
DO1802 NAD 83(2011) Z - 5,759,881.211 (meters) COMP
DO1802 LAPLACE CORR - -10.31 (seconds) DEFLEC12B
DO1802
DO1802 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DO1802 Standards:
DO1802 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DO1802 Horiz Ellip SD_N SD_E SD_h (unitless)
DO1802 -------------------------------------------------------------------
DO1802 NETWORK 0.29 0.72 0.14 0.09 0.37 0.07878700
DO1802 -------------------------------------------------------------------
DO1802
DO1802.The horizontal coordinates were established by GPS observations
DO1802.and adjusted by the National Geodetic Survey in June 2019.
DO1802
DO1802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DO1802.been affixed to the stable North American Tectonic Plate.
DO1802
DO1802.The horizontal coordinates are valid at the epoch date displayed above
DO1802.which is a decimal equivalence of Year/Month/Day.
DO1802
DO1802.Due to the release of the International GNSS Service (IGS) 2014
DO1802.realization of the International Terrestrial Reference Frame of 2014
DO1802.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DO1802.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DO1802.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DO1802.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DO1802.currently published epoch of 2010.00.
DO1802
DO1802.Additional information on MYCS2 is available at
DO1802.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DO1802
DO1802.Significant digits in the geoid height do not necessarily reflect accuracy.
DO1802.GEOID12B height accuracy estimate available here.
DO1802
DO1802.Click photographs - Photos may exist for this station.
DO1802
DO1802.The XYZ, and position/ellipsoidal ht. are equivalent.
DO1802
DO1802.The Laplace correction was computed from DEFLEC12B derived deflections.
DO1802
DO1802.The ellipsoidal height was determined by GPS observations
DO1802.and is referenced to NAD 83.
DO1802
DO1802. The following values were computed from the NAD 83(2011) position.
DO1802
DO1802; North East Units Scale Factor Converg.
DO1802;SPC AK 4 - 1,228,895.841 464,947.534 MT 0.99991504 -0 40 27.9
DO1802;UTM 05 - 7,213,739.170 606,248.935 MT 0.99973821 +2 02 43.3
DO1802
DO1802! - Elev Factor x Scale Factor = Combined Factor
DO1802!SPC AK 4 - 0.99987234 x 0.99991504 = 0.99978740
DO1802!UTM 05 - 0.99987234 x 0.99973821 = 0.99961059
DO1802
DO1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 5WPN0624813739(NAD 83)
DO1802
DO1802 SUPERSEDED SURVEY CONTROL
DO1802
DO1802 ELLIP H (05/21/15) 816.043 (m) GP(2010.00) 0 0
DO1802 NAD 83(2011)- 65 01 49.43843(N) 150 44 38.24024(W) AD(2010.00) 0
DO1802 NAD 83(2011)- 65 01 49.43816(N) 150 44 38.24001(W) AD(2010.00) A
DO1802 ELLIP H (11/??/12) 816.046 (m) GP(2010.00) 4 1
DO1802
DO1802.Superseded values are not recommended for survey control.
DO1802
DO1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DO1802.See file dsdata.pdf to determine how the superseded data were derived.
DO1802
DO1802_MARKER: Z = SEE DESCRIPTION
DO1802_SETTING: 0 = UNSPECIFIED SETTING
DO1802_STAMPING: UNKNOWN
DO1802_MAGNETIC: O = OTHER; SEE DESCRIPTION
DO1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
DO1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
DO1802+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
DO1802
DO1802 HISTORY - Date Condition Report By
DO1802 HISTORY - 20140522 MONUMENTED NGS
DO1802
DO1802 STATION DESCRIPTION
DO1802
DO1802'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AB36'
DO1802'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DO1802'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DO1802'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DO1802' https://geodesy.noaa.gov/corsdata/coord/coord_14
DO1802' https://geodesy.noaa.gov/corsdata/station_log
DO1802' https://geodesy.noaa.gov/CORS
DO1802'RECOVERED IN GOOD CONDITION.
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