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 20, 2025 01:09:14 EST
 DP3850 ***********************************************************************
 DP3850  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP3850  DESIGNATION -  HURRICANE_AK2002 CORS ARP
 DP3850  CORS_ID     -  AC75
 DP3850  PID         -  DP3850
 DP3850  STATE/COUNTY-  AK/MATANUSKA-SUSITNA BOROUGH
 DP3850  COUNTRY     -  US
 DP3850  USGS QUAD   -  TALKEETNA MOUNTAINS D-6 NE (2016)
 DP3850
 DP3850                         *CURRENT SURVEY CONTROL
 DP3850  ______________________________________________________________________
 DP3850* NAD 83(2011) POSITION- 62 59 57.49870(N) 149 36 31.65797(W)   ADJUSTED
 DP3850* NAD 83(2011) ELLIP HT-   608.186 (meters)        (06/??/19)   ADJUSTED
 DP3850* NAD 83(2011) EPOCH   -  2010.00
 DP3850  ______________________________________________________________________
 DP3850  GEOID HEIGHT    -         13.234 (meters)                     GEOID12B
 DP3850  NAD 83(2011) X  - -2,504,692.695 (meters)                     COMP
 DP3850  NAD 83(2011) Y  - -1,468,977.773 (meters)                     COMP
 DP3850  NAD 83(2011) Z  -  5,660,484.860 (meters)                     COMP
 DP3850
 DP3850  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP3850  Standards:
 DP3850         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP3850            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP3850  -------------------------------------------------------------------
 DP3850  NETWORK    0.18   0.49           0.08   0.06   0.25      0.02700700
 DP3850  -------------------------------------------------------------------
 DP3850
 DP3850.The coordinates were established by GPS observations
 DP3850.and adjusted by the National Geodetic Survey in June 2019.
 DP3850
 DP3850.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP3850.been affixed to the stable North American Tectonic Plate. 
 DP3850
 DP3850.The coordinates are valid at the epoch date displayed above
 DP3850.which is a decimal equivalence of Year/Month/Day.
 DP3850
 DP3850.Due to the release of the International GNSS Service (IGS) 2014
 DP3850.realization of the International Terrestrial Reference Frame of 2014
 DP3850.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP3850.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP3850.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP3850.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP3850.currently published epoch of 2010.00.
 DP3850
 DP3850.Additional information on MYCS2 is available at
 DP3850.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP3850
 DP3850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3850.GEOID12B height accuracy estimate available here.
 DP3850
 DP3850.The PID for the CORS L1 Phase Center is DR7797.
 DP3850
 DP3850.Click photographs - Photos may exist for this station.
 DP3850
 DP3850.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP3850
 DP3850.The ellipsoidal height was determined by GPS observations
 DP3850.and is referenced to NAD 83.
 DP3850
 DP3850. The following values were computed from the NAD 83(2011) position.
 DP3850
 DP3850;                    North         East     Units Scale Factor Converg.
 DP3850;UTM  06      - 6,988,192.418   367,881.618   MT  0.99981379   -2 19 29.2
 DP3850
 DP3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP3850!UTM  06      -   0.99990484  x   0.99981379  =   0.99971865
 DP3850
 DP3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 6VUQ6788188192(NAD 83)
 DP3850
 DP3850                          SUPERSEDED SURVEY CONTROL
 DP3850
 DP3850  NAD 83(2011)-  62 59 57.49948(N)    149 36 31.65906(W) AD(2010.00) c
 DP3850  ELLIP H (06/??/14)  608.207  (m)                       GP(2010.00) c c
 DP3850
 DP3850.Superseded values are not recommended for survey control.
 DP3850
 DP3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP3850.See file dsdata.pdf to determine how the superseded data were derived.
 DP3850
 DP3850_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP3850
 DP3850                          STATION DESCRIPTION
 DP3850
 DP3850'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP3850'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP3850'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP3850'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP3850'https://geodesy.noaa.gov/CORS/data.shtml
 DP3850'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 01:09:14 EST
 DP3852 ***********************************************************************
 DP3852  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP3852  DESIGNATION -  HURRICANE_AK2002 CORS GRP
 DP3852  CORS_ID     -  AC75
 DP3852  PID         -  DP3852
 DP3852  STATE/COUNTY-  AK/MATANUSKA-SUSITNA BOROUGH
 DP3852  COUNTRY     -  US
 DP3852  USGS QUAD   -  TALKEETNA MOUNTAINS D-6 NE (2016)
 DP3852
 DP3852                         *CURRENT SURVEY CONTROL
 DP3852  ______________________________________________________________________
 DP3852* NAD 83(2011) POSITION- 62 59 57.49870(N) 149 36 31.65797(W)   ADJUSTED
 DP3852* NAD 83(2011) ELLIP HT-   608.178 (meters)        (06/??/19)   ADJUSTED
 DP3852* NAD 83(2011) EPOCH   -  2010.00
 DP3852  ______________________________________________________________________
 DP3852  GEOID HEIGHT    -         13.234 (meters)                     GEOID12B
 DP3852  NAD 83(2011) X  - -2,504,692.692 (meters)                     COMP
 DP3852  NAD 83(2011) Y  - -1,468,977.771 (meters)                     COMP
 DP3852  NAD 83(2011) Z  -  5,660,484.852 (meters)                     COMP
 DP3852  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC12B
 DP3852
 DP3852  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP3852  Standards:
 DP3852         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP3852            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP3852  -------------------------------------------------------------------
 DP3852  NETWORK    0.18   0.49           0.08   0.06   0.25      0.02700700
 DP3852  -------------------------------------------------------------------
 DP3852
 DP3852.The horizontal coordinates were established by GPS observations
 DP3852.and adjusted by the National Geodetic Survey in June 2019.
 DP3852
 DP3852.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP3852.been affixed to the stable North American Tectonic Plate. 
 DP3852
 DP3852.The horizontal coordinates are valid at the epoch date displayed above
 DP3852.which is a decimal equivalence of Year/Month/Day.
 DP3852
 DP3852.Due to the release of the International GNSS Service (IGS) 2014
 DP3852.realization of the International Terrestrial Reference Frame of 2014
 DP3852.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP3852.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP3852.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP3852.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP3852.currently published epoch of 2010.00.
 DP3852
 DP3852.Additional information on MYCS2 is available at
 DP3852.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP3852
 DP3852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3852.GEOID12B height accuracy estimate available here.
 DP3852
 DP3852.Click photographs - Photos may exist for this station.
 DP3852
 DP3852.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP3852
 DP3852.The Laplace correction was computed from DEFLEC12B derived deflections.
 DP3852
 DP3852.The ellipsoidal height was determined by GPS observations
 DP3852.and is referenced to NAD 83.
 DP3852
 DP3852. The following values were computed from the NAD 83(2011) position.
 DP3852
 DP3852;                    North         East     Units Scale Factor Converg.
 DP3852;SPC AK 4     - 1,002,351.152   519,821.917   MT  0.99990481   +0 20 54.8
 DP3852;UTM  06      - 6,988,192.418   367,881.618   MT  0.99981379   -2 19 29.2
 DP3852
 DP3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP3852!SPC AK 4     -   0.99990484  x   0.99990481  =   0.99980966
 DP3852!UTM  06      -   0.99990484  x   0.99981379  =   0.99971865
 DP3852
 DP3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 6VUQ6788188192(NAD 83)
 DP3852
 DP3852                          SUPERSEDED SURVEY CONTROL
 DP3852
 DP3852  NAD 83(2011)-  62 59 57.49947(N)    149 36 31.65867(W) AD(2010.00) 0
 DP3852  NAD 83(2011)-  62 59 57.49948(N)    149 36 31.65906(W) AD(2010.00) A
 DP3852  ELLIP H (06/??/14)  608.198  (m)                       GP(2010.00) 4 1
 DP3852
 DP3852.Superseded values are not recommended for survey control.
 DP3852
 DP3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP3852.See file dsdata.pdf to determine how the superseded data were derived.
 DP3852
 DP3852_STAMPING: UNKNOWN
 DP3852
 DP3852                          STATION DESCRIPTION
 DP3852
 DP3852'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'AC75'
 DP3852'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DP3852'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DP3852'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DP3852'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DP3852'   https://geodesy.noaa.gov/corsdata/station_log
 DP3852'   https://geodesy.noaa.gov/CORS
 DP3852'RECOVERED AS DESCRIBED.




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