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 02:36:27 EST
DH9013 ***********************************************************************
DH9013 HT_MOD - This is a Height Modernization Survey Station.
DH9013 CORS - This is a GPS Continuously Operating Reference Station.
DH9013 DESIGNATION - NEW HAVEN CORS ARP
DH9013 CORS_ID - MINH
DH9013 PID - DH9013
DH9013 STATE/COUNTY- MI/MACOMB
DH9013 COUNTRY - US
DH9013 USGS QUAD - NEW HAVEN (2017)
DH9013
DH9013 *CURRENT SURVEY CONTROL
DH9013 ______________________________________________________________________
DH9013* NAD 83(2011) POSITION- 42 43 44.04090(N) 082 47 47.39717(W) ADJUSTED
DH9013* NAD 83(2011) ELLIP HT- 160.932 (meters) (06/??/20) ADJUSTED
DH9013* NAD 83(2011) EPOCH - 2010.00
DH9013* NAVD 88 ORTHO HEIGHT - 195.92 (meters) 642.8 (feet) GPS OBS
DH9013 ______________________________________________________________________
DH9013 NAVD 88 orthometric height was determined with geoid model GEOID03
DH9013 GEOID HEIGHT - -34.905 (meters) GEOID03
DH9013 GEOID HEIGHT - -34.957 (meters) GEOID18
DH9013 NAD 83(2011) X - 588,418.016 (meters) COMP
DH9013 NAD 83(2011) Y - -4,655,520.572 (meters) COMP
DH9013 NAD 83(2011) Z - 4,305,536.635 (meters) COMP
DH9013
DH9013 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH9013 Standards:
DH9013 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH9013 Horiz Ellip SD_N SD_E SD_h (unitless)
DH9013 -------------------------------------------------------------------
DH9013 NETWORK 0.22 0.41 0.06 0.11 0.21 -0.19206700
DH9013 -------------------------------------------------------------------
DH9013
DH9013.The coordinates were established by GPS observations
DH9013.and adjusted by the National Geodetic Survey in June 2020.
DH9013
DH9013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH9013.been affixed to the stable North American Tectonic Plate.
DH9013
DH9013.The coordinates are valid at the epoch date displayed above
DH9013.which is a decimal equivalence of Year/Month/Day.
DH9013
DH9013.Due to the release of the International GNSS Service (IGS) 2014
DH9013.realization of the International Terrestrial Reference Frame of 2014
DH9013.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH9013.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH9013.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH9013.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH9013.currently published epoch of 2010.00.
DH9013
DH9013.Additional information on MYCS2 is available at
DH9013.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH9013
DH9013.The orthometric height was determined by GPS observations and a
DH9013.high-resolution geoid model using precise GPS observation and
DH9013.processing techniques.
DH9013
DH9013.Significant digits in the geoid height do not necessarily reflect accuracy.
DH9013.GEOID18 height accuracy estimate available here.
DH9013
DH9013.The PID for the CORS L1 Phase Center is DR6172.
DH9013
DH9013.Click photographs - Photos may exist for this station.
DH9013
DH9013.The XYZ, and position/ellipsoidal ht. are equivalent.
DH9013
DH9013.The ellipsoidal height was determined by GPS observations
DH9013.and is referenced to NAD 83.
DH9013
DH9013. The following values were computed from the NAD 83(2011) position.
DH9013
DH9013; North East Units Scale Factor Converg.
DH9013;SPC MI S - 137,701.813 4,128,575.464 MT 0.99991057 +1 04 06.8
DH9013;SPC MI S - 451,777.60 13,545,195.09 iFT 0.99991057 +1 04 06.8
DH9013;UTM 17 - 4,732,275.125 352,926.242 MT 0.99986612 -1 13 09.1
DH9013
DH9013! - Elev Factor x Scale Factor = Combined Factor
DH9013!SPC MI S - 0.99997476 x 0.99991057 = 0.99988533
DH9013!UTM 17 - 0.99997476 x 0.99986612 = 0.99984089
DH9013
DH9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5292632275(NAD 83)
DH9013
DH9013 SUPERSEDED SURVEY CONTROL
DH9013
DH9013 NAD 83(2011)- 42 43 44.04088(N) 082 47 47.39719(W) AD(2010.00) c
DH9013 ELLIP H (06/??/19) 160.943 (m) GP(2010.00) c c
DH9013 ELLIP H (06/27/12) 160.968 (m) GP(2010.00) 0 0
DH9013 NAD 83(2011)- 42 43 44.04057(N) 082 47 47.39779(W) AD(2010.00) c
DH9013 NAD 83(2011)- 42 43 44.04071(N) 082 47 47.39776(W) AD(2010.00) c
DH9013 ELLIP H (08/??/11) 160.958 (m) GP(2010.00) c c
DH9013 NAD 83(CORS)- 42 43 44.04089(N) 082 47 47.39815(W) AD(2002.00) c
DH9013 ELLIP H (03/??/06) 160.964 (m) GP(2002.00) c c
DH9013
DH9013.Superseded values are not recommended for survey control.
DH9013
DH9013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH9013.See file dsdata.pdf to determine how the superseded data were derived.
DH9013
DH9013_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH9013
DH9013 STATION DESCRIPTION
DH9013
DH9013'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
DH9013'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH9013'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH9013'ACCESSIBLE AT THE WORLDWIDE WEB.
DH9013'https://geodesy.noaa.gov/CORS/data.shtml
DH9013'https://geodesy.noaa.gov/CORS
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