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 JH0231 *********************************************************************** JH0231 FBN - This is a Federal Base Network Control Station. JH0231 DESIGNATION - Q 99 JH0231 PID - JH0231 JH0231 STATE/COUNTY- KS/KEARNY JH0231 USGS QUAD - MATTOX DRAW NE (1965) JH0231 JH0231 *CURRENT SURVEY CONTROL JH0231 ___________________________________________________________________ JH0231* NAD 83(2007)- 38 09 44.34695(N) 101 16 03.52127(W) ADJUSTED JH0231* NAVD 88 - 966.321 (meters) 3170.34 (feet) ADJUSTED JH0231 ___________________________________________________________________ JH0231 EPOCH DATE - 2002.00 JH0231 X - -981,271.590 (meters) COMP JH0231 Y - -4,925,257.851 (meters) COMP JH0231 Z - 3,920,207.713 (meters) COMP JH0231 LAPLACE CORR- -1.03 (seconds) DEFLEC09 JH0231 ELLIP HEIGHT- 941.675 (meters) (02/10/07) ADJUSTED JH0231 GEOID HEIGHT- -24.66 (meters) GEOID09 JH0231 DYNAMIC HT - 965.464 (meters) 3167.53 (feet) COMP JH0231 JH0231 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- JH0231 Type PID Designation North East Ellip JH0231 ------------------------------------------------------------------- JH0231 NETWORK JH0231 Q 99 0.59 0.51 1.49 JH0231 ------------------------------------------------------------------- JH0231 MODELED GRAV- 979,709.1 (mgal) NAVD 88 JH0231 JH0231 VERT ORDER - SECOND CLASS 0 JH0231 JH0231.The horizontal coordinates were established by GPS observations JH0231.and adjusted by the National Geodetic Survey in February 2007. JH0231 JH0231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). JH0231.See National Readjustment for more information. JH0231 JH0231.The horizontal coordinates are valid at the epoch date displayed above JH0231.which is a decimal equivalence of Year/Month/Day. JH0231 JH0231.The orthometric height was determined by differential leveling and JH0231.adjusted in June 1991. JH0231 JH0231.The X, Y, and Z were computed from the position and the ellipsoidal ht. JH0231 JH0231.The Laplace correction was computed from DEFLEC09 derived deflections. JH0231 JH0231.The ellipsoidal height was determined by GPS observations JH0231.and is referenced to NAD 83. JH0231 JH0231.The geoid height was determined by GEOID09. JH0231 JH0231.The dynamic height is computed by dividing the NAVD 88 JH0231.geopotential number by the normal gravity value computed on the JH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JH0231.degrees latitude (g = 980.6199 gals.). JH0231 JH0231.The modeled gravity was interpolated from observed gravity values. JH0231 JH0231; North East Units Scale Factor Converg. JH0231;SPC KS S - 569,595.533 157,496.686 MT 0.99994501 -1 42 02.9 JH0231;SPC KS S - 1,868,748.01 516,720.38 sFT 0.99994501 -1 42 02.9 JH0231;UTM 14 - 4,226,254.740 301,334.093 MT 1.00008611 -1 24 05.8 JH0231 JH0231! - Elev Factor x Scale Factor = Combined Factor JH0231!SPC KS S - 0.99985226 x 0.99994501 = 0.99979728 JH0231!UTM 14 - 0.99985226 x 1.00008611 = 0.99993836 JH0231 JH0231 SUPERSEDED SURVEY CONTROL JH0231 JH0231 NAD 83(1997)- 38 09 44.34675(N) 101 16 03.52128(W) AD( ) A JH0231 ELLIP H (08/12/03) 941.674 (m) GP( ) 4 1 JH0231 NAD 83(1997)- 38 09 44.35309(N) 101 16 03.51637(W) AD( ) 3 JH0231 ELLIP H (10/02/98) 942.684 (m) GP( ) 4 1 JH0231 NAD 83(1993)- 38 09 44.35420(N) 101 16 03.51577(W) AD( ) 3 JH0231 NAD 83(1986)- 38 09 44.35450(N) 101 16 03.51465(W) AD( ) 3 JH0231 NAVD 88 (08/12/03) 966.32 (m) 3170.3 (f) LEVELING 3 JH0231 NGVD 29 (??/??/92) 965.935 (m) 3169.07 (f) ADJ UNCH 2 0 JH0231 JH0231.Superseded values are not recommended for survey control. JH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JH0231.See file dsdata.txt to determine how the superseded data were derived. JH0231 JH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0133426254(NAD 83) JH0231 JH0231_MARKER: DB = BENCH MARK DISK JH0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JH0231_SP_SET: CONCRETE SLAB JH0231_STAMPING: Q 99 1935 JH0231_MARK LOGO: CGS JH0231_MAGNETIC: N = NO MAGNETIC MATERIAL JH0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JH0231+STABILITY: SURFACE MOTION JH0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JH0231+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002 JH0231 JH0231 HISTORY - Date Condition Report By JH0231 HISTORY - 1935 MONUMENTED CGS JH0231 HISTORY - 1940 GOOD CGS JH0231 HISTORY - 19910327 GOOD NGS JH0231 HISTORY - 20020808 GOOD NGS JH0231 JH0231 STATION DESCRIPTION JH0231 JH0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 JH0231'15.4 MI N FROM LAKIN. JH0231'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION JH0231'IN LAKIN, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO JH0231'15.4 MILES. BENCH MARK IS IN A SCHOOL YARD, 135 FEET SOUTH JH0231'OF AN EAST-WEST SECTION LINE ROAD, 109 FEET EAST OF THE SOUTHEAST JH0231'CORNER OF THE WHITE SCHOOL HOUSE, 42 FEET WEST OF CENTER LINE OF JH0231'THE HIGHWAY, ON TOP OF THE NORTHEAST CORNER OF CONCRETE TOP OF A JH0231'CISTERN, SET FLUSH AND HORIZONTALLY. NO 4 X 4 INCH WOODEN POST JH0231'SET--SCHOOL BUILDING SERVES AS A LANDMARK. JH0231 JH0231 STATION RECOVERY (1991) JH0231 JH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 JH0231'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) NORTHWEST OF GARDEN CITY, JH0231'26.6 MI (42.8 KM) SOUTH OF LEOTI, 14.45 MI (23.25 KM) NORTH OF LAKIN, JH0231'ALONG THE WEST R-O-W OF STATE ROUTE 25, AND 0.4 MI (0.6 KM) NORTH OF JH0231'HIGHWAY MILE MARKER 90. OWNERSHIP-KANSAS DEPARTMENT OF JH0231'TRANSPORTATION. JH0231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE JH0231'ROUTE 25 IN LAKIN, GO NORTH ALONG STATE HIGHWAY 25 FOR 15.05 MI JH0231'(24.22 KM) TO HIGHWAY MILE MARKER 90. CONTINUE NORTH ALONG STATE JH0231'ROUTE 25 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, ABOUT 100.0 JH0231'FT (30.5 M) SOUTH OF THE JUCTION OF COUNTY ROAD P-8 LEADING EAST. JH0231'THE STATION IS A STANDARD BENCH MARK DISK SET IN THE TOP AND IN THE JH0231'NORTHEAST CORNER OF A 5X5FT CONCRETE SLAB (POSSIBLE WELL COVER). THE JH0231'STATION IS LOCATED 41.0 FT (12.5 M) WEST OF CENTERLINE OF STATE ROUTE JH0231'25, 33.0 FT (10.1 M) NORTH OF FENCE CORNER POST, AND 0.5 FT (0.2 M) JH0231'SOUTH OF FIBERGLASS WITNESS POST. JH0231 JH0231 STATION RECOVERY (2002) JH0231 JH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM) JH0231'THE STATION IS LOCATED ABOUT 35 MI NORTHWEST OF GARDEN CITY, 27 MI JH0231'SOUTH OF LEOTI, 14.5 MI JH0231'NORTH OF LAKIN, AT THE INTERSECTION OF STATE HIGHWAY 25 AND COUNTY JH0231'ROAD P 8. JH0231'OWNERSHIP-- KANSAS DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION JH0231'FROM THE JH0231'JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 25 IN LAKIN, GO 24.86 KM JH0231'(15.45 MILES) NORTH JH0231'ALONG HIGHWAY 25 TO THE STATION ON THE LEFT. THE STATION IS SET IN JH0231'TOP OF AND NEAR THE JH0231'NORTHEAST CORNER OF THE TOP OF A 4.5 X 5-FOOT CONCRETE CISTERN, 41.5 M JH0231'SOUTH OF THE ROAD JH0231'CENTER, 23.1 M SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 13.0 M WEST JH0231'OF THE HIGHWAY JH0231'CENTERLINE, 10.2 M NORTH OF THE NORTH 1 OF 2 BRACED FENCE POSTS, 0.4 M JH0231'BELOW THE LEVEL OF JH0231'THE HIGHWAY AND 0.2 M SOUTHWEST OF THE NORTHEAST CORNER OF THE JH0231'CISTERN. *** retrieval complete. Elapsed Time = 00:00:01