The NGS Data Sheet See file dsdata.txt for more information about the datasheet. PROGRAM = datasheet95, VERSION = 8.7 1 National Geodetic Survey, Retrieval Date = APRIL 10, 2015 NR0223 *********************************************************************** NR0223 DESIGNATION - R 334 NR0223 PID - NR0223 NR0223 STATE/COUNTY- WY/NATRONA NR0223 COUNTRY - US NR0223 USGS QUAD - BISHOP (1978) NR0223 NR0223 *CURRENT SURVEY CONTROL NR0223 ______________________________________________________________________ NR0223* NAD 83(2011) POSITION- 42 54 00.77690(N) 106 29 23.82404(W) NO CHECK NR0223* NAD 83(2011) ELLIP HT- 1603.946 (meters) (06/27/12) NO CHECK NR0223* NAD 83(2011) EPOCH - 2010.00 NR0223* NAVD 88 ORTHO HEIGHT - 1617.13 (meters) 5305.5 (feet) LEVELING NR0223 ______________________________________________________________________ NR0223 GEOID HEIGHT - -13.18 (meters) GEOID12B NR0223 NAD 83(2011) X - -1,328,598.170 (meters) COMP NR0223 NAD 83(2011) Y - -4,488,162.681 (meters) COMP NR0223 NAD 83(2011) Z - 4,320,479.820 (meters) COMP NR0223 LAPLACE CORR - -0.80 (seconds) DEFLEC12B NR0223 VERT ORDER - THIRD NR0223 NR0223 Network accuracy estimates per FGDC Geospatial Positioning Accuracy NR0223 Standards: NR0223 FGDC (95% conf, cm) Standard deviation (cm) CorrNE NR0223 Horiz Ellip SD_N SD_E SD_h (unitless) NR0223 ------------------------------------------------------------------- NR0223 NETWORK 1.02 2.55 0.45 0.36 1.30 -0.33127975 NR0223 ------------------------------------------------------------------- NR0223 Click here for local accuracies and other accuracy information. NR0223 NR0223 NR0223.The horizontal coordinates were established by GPS observations NR0223.and adjusted by the National Geodetic Survey in June 2012. NR0223 NR0223.NAD 83(2011) refers to NAD 83 coordinates where the reference NR0223.frame has been affixed to the stable North American tectonic plate. See NR0223.NA2011 for more information. NR0223 NR0223.The horizontal coordinates are valid at the epoch date displayed above NR0223.which is a decimal equivalence of Year/Month/Day. NR0223 NR0223.No horizontal observational check was made to the station. NR0223. NR0223.The orthometric height was determined by differential leveling. NR0223.The vertical network tie was performed by a horz. field party for horz. NR0223.obs reductions. Reset procedures were used to establish the elevation. NR0223 NR0223.The X, Y, and Z were computed from the position and the ellipsoidal ht. NR0223 NR0223.The Laplace correction was computed from DEFLEC12B derived deflections. NR0223 NR0223.The ellipsoidal height was determined by GPS observations NR0223.and is referenced to NAD 83. NR0223 NR0223. The following values were computed from the NAD 83(2011) position. NR0223 NR0223; North East Units Scale Factor Converg. NR0223;SPC WYEC - 366,914.361 468,877.263 MT 0.99999584 +0 34 26.9 NR0223;SPC WYEC - 1,203,784.87 1,538,308.15 sFT 0.99999584 +0 34 26.9 NR0223;UTM 13 - 4,750,810.792 378,359.177 MT 0.99978203 -1 00 51.7 NR0223 NR0223! - Elev Factor x Scale Factor = Combined Factor NR0223!SPC WYEC - 0.99974852 x 0.99999584 = 0.99974436 NR0223!UTM 13 - 0.99974852 x 0.99978203 = 0.99953061 NR0223 NR0223 SUPERSEDED SURVEY CONTROL NR0223 NR0223 NAD 83(2007)- 42 54 00.77657(N) 106 29 23.82528(W) AD(2002.00) 0 NR0223 ELLIP H (02/10/07) 1603.976 (m) GP(2002.00) NR0223 NAD 83(1993)- 42 54 00.77624(N) 106 29 23.82516(W) AD( ) 1 NR0223 ELLIP H (05/24/02) 1603.984 (m) GP( ) 2 1 NR0223 NAVD 88 (06/15/91) 1617.131 (m) 5305.54 (f) ADJUSTED 1 2 NR0223 NGVD 29 (06/08/92) 1616.255 (m) 5302.66 (f) ADJUSTED 1 2 NR0223 NR0223.Superseded values are not recommended for survey control. NR0223 NR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NR0223.See file dsdata.txt to determine how the superseded data were derived. NR0223 NR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7835950810(NAD 83) NR0223 NR0223_MARKER: F = FLANGE-ENCASED ROD NR0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) NR0223_SP_SET: STAINLESS STEEL ROD NR0223_STAMPING: R 334 1982 NR0223_MARK LOGO: NGS NR0223_PROJECTION: FLUSH NR0223_MAGNETIC: I = MARKER IS A STEEL ROD NR0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NR0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NR0223+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001 NR0223_ROD/PIPE-DEPTH: 11.0 meters NR0223 NR0223 HISTORY - Date Condition Report By NR0223 HISTORY - 1982 MONUMENTED NGS NR0223 HISTORY - 20010808 GOOD NGS NR0223 HISTORY - 20090519 GOOD GEOCAC NR0223 NR0223 STATION DESCRIPTION NR0223 NR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 NR0223'13.2 KM (8.2 MI) NW FROM CASPER. NR0223'13.2 KM (8.2 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS NR0223'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.9 KM (0.55 MI) NR0223'SOUTHEAST OF MILEPOST 12, 29.6 METERS (97.1 FT) SOUTHWEST OF THE NR0223'CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST OF A FENCE NR0223'CORNER. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. NR0223'THE MARK IS 0.3 METERS NE FROM A WITNESS POST AND FENCE NR0223'THE MARK IS 1.5 M BELOW THE HIGHWAY. NR0223 NR0223 STATION RECOVERY (2001) NR0223 NR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL) NR0223'RECOVERED AS DESCRIBED. NR0223' NR0223 NR0223 STATION RECOVERY (2009) NR0223 NR0223'RECOVERY NOTE BY GEOCACHING 2009 (WD) NR0223'HANDHELD COORDINATES ARE N42-54-00.8 W106-29-23.9.