The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.87.6 1 National Geodetic Survey, Retrieval Date = APRIL 22, 2012 HH0008 *********************************************************************** HH0008 FBN - This is a Federal Base Network Control Station. HH0008 DESIGNATION - Z 191 HH0008 PID - HH0008 HH0008 STATE/COUNTY- KS/GRAY HH0008 USGS QUAD - ENSIGN (1969) HH0008 HH0008 *CURRENT SURVEY CONTROL HH0008 ___________________________________________________________________ HH0008* NAD 83(2007)- 37 38 56.42110(N) 100 14 59.63153(W) ADJUSTED HH0008* NAVD 88 - 832.881 (meters) 2732.54 (feet) ADJUSTED HH0008 ___________________________________________________________________ HH0008 EPOCH DATE - 2002.00 HH0008 X - -899,844.292 (meters) COMP HH0008 Y - -4,976,254.893 (meters) COMP HH0008 Z - 3,875,164.205 (meters) COMP HH0008 LAPLACE CORR- 0.12 (seconds) DEFLEC09 HH0008 ELLIP HEIGHT- 806.767 (meters) (02/10/07) ADJUSTED HH0008 GEOID HEIGHT- -26.12 (meters) GEOID09 HH0008 DYNAMIC HT - 832.133 (meters) 2730.09 (feet) COMP HH0008 HH0008 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- HH0008 Type PID Designation North East Ellip HH0008 ------------------------------------------------------------------- HH0008 NETWORK HH0008 Z 191 0.63 0.53 1.55 HH0008 ------------------------------------------------------------------- HH0008 MODELED GRAV- 979,703.3 (mgal) NAVD 88 HH0008 HH0008 VERT ORDER - SECOND CLASS 0 HH0008 HH0008.The horizontal coordinates were established by GPS observations HH0008.and adjusted by the National Geodetic Survey in February 2007. HH0008 HH0008.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). HH0008.See National Readjustment for more information. HH0008 HH0008.The horizontal coordinates are valid at the epoch date displayed above HH0008.which is a decimal equivalence of Year/Month/Day. HH0008 HH0008.The orthometric height was determined by differential leveling and HH0008.adjusted in June 1991. HH0008 HH0008.The X, Y, and Z were computed from the position and the ellipsoidal ht. HH0008 HH0008.The Laplace correction was computed from DEFLEC09 derived deflections. HH0008 HH0008.The ellipsoidal height was determined by GPS observations HH0008.and is referenced to NAD 83. HH0008 HH0008.The geoid height was determined by GEOID09. HH0008 HH0008.The dynamic height is computed by dividing the NAVD 88 HH0008.geopotential number by the normal gravity value computed on the HH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HH0008.degrees latitude (g = 980.6199 gals.). HH0008 HH0008.The modeled gravity was interpolated from observed gravity values. HH0008 HH0008; North East Units Scale Factor Converg. HH0008;SPC KS S - 510,473.520 245,589.799 MT 0.99994685 -1 04 31.3 HH0008;SPC KS S - 1,674,778.54 805,739.20 sFT 0.99994685 -1 04 31.3 HH0008;UTM 14 - 4,167,607.334 389,739.120 MT 0.99974975 -0 45 48.8 HH0008 HH0008! - Elev Factor x Scale Factor = Combined Factor HH0008!SPC KS S - 0.99987342 x 0.99994685 = 0.99982027 HH0008!UTM 14 - 0.99987342 x 0.99974975 = 0.99962320 HH0008 HH0008 SUPERSEDED SURVEY CONTROL HH0008 HH0008 NAD 83(1997)- 37 38 56.42097(N) 100 14 59.63153(W) AD( ) A HH0008 ELLIP H (08/12/03) 806.762 (m) GP( ) 4 1 HH0008 NAD 83(1997)- 37 38 56.42709(N) 100 14 59.62745(W) AD( ) 3 HH0008 ELLIP H (10/02/98) 807.413 (m) GP( ) 4 1 HH0008 NAD 83(1993)- 37 38 56.43445(N) 100 14 59.62728(W) AD( ) 3 HH0008 NAD 83(1986)- 37 38 56.42648(N) 100 14 59.62894(W) AD( ) 3 HH0008 NAVD 88 (08/12/03) 832.88 (m) 2732.5 (f) LEVELING 3 HH0008 NGVD 29 (??/??/92) 832.526 (m) 2731.38 (f) ADJ UNCH 2 0 HH0008 HH0008.Superseded values are not recommended for survey control. HH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HH0008.See file dsdata.txt to determine how the superseded data were derived. HH0008 HH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8973967607(NAD 83) HH0008 HH0008_MARKER: DB = BENCH MARK DISK HH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HH0008_SP_SET: CONCRETE POST HH0008_STAMPING: Z 191 1934 HH0008_MARK LOGO: CGS HH0008_MAGNETIC: N = NO MAGNETIC MATERIAL HH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HH0008+STABILITY: SURFACE MOTION HH0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HH0008+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002 HH0008 HH0008 HISTORY - Date Condition Report By HH0008 HISTORY - 1934 MONUMENTED CGS HH0008 HISTORY - 19890615 GOOD NGS HH0008 HISTORY - 20020808 GOOD NGS HH0008 HH0008 STATION DESCRIPTION HH0008 HH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HH0008'1 MI SW FROM ENSIGN. HH0008'1.0 MILES SOUTHWEST OF AT AND SF RR DEPOT, AT ENSIGN 4 FEET SOUTH HH0008'OF MILEPOST 15. 48 FEET SOUTHEAST OF CENTERLINE OF ATCHISON HH0008'TOPEKA AND SANTA FE RAILROAD. 52 FEET NORTHWEST OF CENTERLINE HH0008'OF STATE HIGHWAY 45. 2 FEET NORTHWEST OF RIGHT-OF-WAY HH0008'FENCELINE. HH0008 HH0008 STATION RECOVERY (1989) HH0008 HH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 HH0008'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF ENSIGN, IN HH0008'A WIDE MEDIAN BETWEEN THE HIGHWAY AND A RAILROAD TRACK, IN WEEDS, IN HH0008'THE NORTHWEST 1/4 OF SECTION 2, T 28 S, R 27 W. OWNERSHIP--SANTA FE HH0008'RAILROAD. HH0008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 AND AUBREY HH0008'STREET (MAIN STREET) IN ENSIGN, GO SOUTHWEST ON HIGHWAY 56 FOR 1.1 KM HH0008'(0.70 MI) TO A SLANTED CROSSROAD. CONTINUE AHEAD FOR 0.42 KM HH0008'(0.25 MI) TO THE STATION ON THE RIGHT, ABOUT 0.16 KM (0.10 MI) BEFORE HH0008'REACHING A GRAVEL CROSSROAD. HH0008'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND HH0008'CONCRETE POST PROJECTING 2 CM. LOCATED 40 M (131.2 FT) NORTHEAST OF A HH0008'LONE TREE, 35.1 M (115.2 FT) NORTHWEST OF THE HIGHWAY CENTER, 20.5 M HH0008'(67.3 FT) SOUTH OF RAILROAD MILEPOST 15, 13.9 M (45.6 FT) SOUTHEAST OF HH0008'SOUTHEAST RAIL OF TRACK, 0.5 M (1.6 FT) SOUTHWEST OF A CARSONITE HH0008'WITNESS POST AND 0.4 M (1.3 FT) NORTHEAST OF A METAL WITNESS POST. HH0008'DESCRIBED BY G.R. HEID, TYPED BY HJS. HH0008 HH0008 STATION RECOVERY (2002) HH0008 HH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM) HH0008'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:01