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 HH0101 *********************************************************************** HH0101 FBN - This is a Federal Base Network Control Station. HH0101 PACS - This is a Primary Airport Control Station. HH0101 DESIGNATION - AP STA B HH0101 PID - HH0101 HH0101 STATE/COUNTY- KS/SEWARD HH0101 USGS QUAD - LIBERAL (1983) HH0101 HH0101 *CURRENT SURVEY CONTROL HH0101 ___________________________________________________________________ HH0101* NAD 83(2007)- 37 02 15.22496(N) 100 57 21.50117(W) ADJUSTED HH0101* NAVD 88 - 875.570 (meters) 2872.60 (feet) ADJUSTED HH0101 ___________________________________________________________________ HH0101 EPOCH DATE - 2002.00 HH0101 X - -968,929.088 (meters) COMP HH0101 Y - -5,005,239.290 (meters) COMP HH0101 Z - 3,821,232.800 (meters) COMP HH0101 LAPLACE CORR- -1.55 (seconds) DEFLEC09 HH0101 ELLIP HEIGHT- 848.796 (meters) (02/10/07) ADJUSTED HH0101 GEOID HEIGHT- -26.77 (meters) GEOID09 HH0101 DYNAMIC HT - 874.705 (meters) 2869.76 (feet) COMP HH0101 HH0101 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- HH0101 Type PID Designation North East Ellip HH0101 ------------------------------------------------------------------- HH0101 NETWORK HH0101 AP STA B 0.24 0.22 0.57 HH0101 ------------------------------------------------------------------- HH0101 MODELED GRAV- 979,614.0 (mgal) NAVD 88 HH0101 HH0101 VERT ORDER - SECOND CLASS 0 HH0101 HH0101.This mark is at Liberal Municipal Airport (LBL) HH0101 HH0101.The horizontal coordinates were established by GPS observations HH0101.and adjusted by the National Geodetic Survey in February 2007. HH0101 HH0101.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). HH0101.See National Readjustment for more information. HH0101 HH0101.The horizontal coordinates are valid at the epoch date displayed above HH0101.which is a decimal equivalence of Year/Month/Day. HH0101 HH0101.The orthometric height was determined by differential leveling and HH0101.adjusted in June 1991. HH0101 HH0101.The X, Y, and Z were computed from the position and the ellipsoidal ht. HH0101 HH0101.The Laplace correction was computed from DEFLEC09 derived deflections. HH0101 HH0101.The ellipsoidal height was determined by GPS observations HH0101.and is referenced to NAD 83. HH0101 HH0101.The geoid height was determined by GEOID09. HH0101 HH0101.The dynamic height is computed by dividing the NAVD 88 HH0101.geopotential number by the normal gravity value computed on the HH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HH0101.degrees latitude (g = 980.6199 gals.). HH0101 HH0101.The modeled gravity was interpolated from observed gravity values. HH0101 HH0101; North East Units Scale Factor Converg. HH0101;SPC KS S - 444,042.448 181,511.066 MT 1.00005293 -1 30 33.4 HH0101;SPC KS S - 1,456,829.26 595,507.56 sFT 1.00005293 -1 30 33.4 HH0101;SPC OK N - 230,090.386 337,038.107 MT 1.00006066 -1 44 40.1 HH0101;SPC OK N - 754,888.21 1,105,765.86 sFT 1.00006066 -1 44 40.1 HH0101;UTM 14 - 4,100,828.241 326,041.543 MT 0.99997280 -1 10 42.4 HH0101 HH0101! - Elev Factor x Scale Factor = Combined Factor HH0101!SPC KS S - 0.99986682 x 1.00005293 = 0.99991974 HH0101!SPC OK N - 0.99986682 x 1.00006066 = 0.99992747 HH0101!UTM 14 - 0.99986682 x 0.99997280 = 0.99983962 HH0101 HH0101: Primary Azimuth Mark Grid Az HH0101:SPC KS S - LIBERAL MUN AIRPORT BEACON 029 34 32.4 HH0101:SPC OK N - LIBERAL MUN AIRPORT BEACON 029 48 39.1 HH0101:UTM 14 - LIBERAL MUN AIRPORT BEACON 029 14 41.4 HH0101 HH0101|---------------------------------------------------------------------| HH0101| PID Reference Object Distance Geod. Az | HH0101| dddmmss.s | HH0101| HH0964 LIBERAL MUN AIRPORT BEACON APPROX. 0.7 KM 0280359.0 | HH0101| HH0970 VOR LIBERAL MUN AIRPORT LRL APPROX. 1.6 KM 2991402.0 | HH0101|---------------------------------------------------------------------| HH0101 HH0101 SUPERSEDED SURVEY CONTROL HH0101 HH0101 ELLIP H (08/12/03) 848.786 (m) GP( ) 4 1 HH0101 NAD 83(1997)- 37 02 15.22481(N) 100 57 21.50098(W) AD( ) B HH0101 ELLIP H (12/22/97) 848.829 (m) GP( ) 4 1 HH0101 NAD 83(1993)- 37 02 15.24415(N) 100 57 21.51329(W) AD( ) 3 HH0101 NAD 83(1986)- 37 02 15.24335(N) 100 57 21.50945(W) AD( ) 3 HH0101 NAD 27 - 37 02 15.13891(N) 100 57 19.90678(W) AD( ) 3 HH0101 NAVD 88 (12/22/97) 875.57 (m) 2872.6 (f) LEVELING 3 HH0101 NGVD 29 (??/??/92) 875.193 (m) 2871.36 (f) ADJ UNCH 2 0 HH0101 HH0101.Superseded values are not recommended for survey control. HH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HH0101.See file dsdata.txt to determine how the superseded data were derived. HH0101 HH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2604100828(NAD 83) HH0101 HH0101_MARKER: DT = TOPOGRAPHIC STATION DISK HH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT HH0101_STAMPING: AP 1965 STA B HH0101_MARK LOGO: CGS HH0101_MAGNETIC: N = NO MAGNETIC MATERIAL HH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HH0101+STABILITY: SURFACE MOTION HH0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HH0101+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011 HH0101 HH0101 HISTORY - Date Condition Report By HH0101 HISTORY - 1965 MONUMENTED CGS HH0101 HISTORY - 1965 GOOD CGS HH0101 HISTORY - 1978 GOOD NGS HH0101 HISTORY - 19861023 GOOD NGS HH0101 HISTORY - 19970314 GOOD NGS HH0101 HISTORY - 20020808 GOOD NGS HH0101 HISTORY - 20110706 GOOD INDIV HH0101 HH0101 STATION DESCRIPTION HH0101 HH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS) HH0101'AT LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE HH0101'NORTH END OF A TEARDROP SHAPED SECTION OF GRASS AT THE SOUTHEAST HH0101'CORNER OF THE FIELD, 50.00 FT EAST OF THE EDGE OF RUNWAY HH0101'17L-35R, 51.36 FT SOUTHWEST OF THE EDGE OF RUNWAY 12L-30R. HH0101'A STANDARD C AND GS TOPO DISK SET FLUSH WITH GROUND STAMPED HH0101'AP 1965 STA B. HH0101 HH0101 STATION RECOVERY (1965) HH0101 HH0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 HH0101'AT LIBERAL. HH0101'AT THE LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE HH0101'NORTH END OF A TEARDROP SHAPED SECTION OF GRASS AT THE SOUTHEAST HH0101'CORNER OF THE FIELD, 50.0 FEET EAST OF THE EAST EDGE OF RUNWAY HH0101'17L-35R, WHICH IS THE ONLY LIGHTED RUNWAY, 51.36 FEET SOUTHWEST HH0101'OF THE SOUTHWEST EDGE OF RUNWAY 12L-30R. A STANDARD C AND GS HH0101'TOPO DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND, HH0101'STAMPED AP 1965 STA B. HH0101 HH0101 STATION RECOVERY (1978) HH0101 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM) HH0101'RECOVERED IN GOOD CONDITION AS DESCRIBED. HH0101' HH0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- HH0101'AT LIBERAL MUNICIPAL AIRPORT. HH0101 HH0101 STATION RECOVERY (1986) HH0101 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HH0101'THE STATION IS LOCATED IN THE NORTH END OF A TEARDROP SHAPED SECTION HH0101'OF GRASS AT THE SOUTHEAST CORNER OF THE FIELD 51.36 FT (15.65 M) SW OF HH0101'THE EDGE OF OLD RUNWAY 12-30 AND 50.00 FT (15.24 M) EAST OF THE EDGE HH0101'OF RUNWAY 17-35. A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1965 STA HH0101'B SET IN A 12 INCH CONCRETE POST AND IT IS FLUSH WITH THE GROUND. HH0101 HH0101 STATION RECOVERY (1997) HH0101 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) HH0101'THE STATION IS LOCATED NEAR THE EAST SIDE OF LIBERAL, AT THE LIBERAL HH0101'MUNICIPAL AIRPORT, EAST OF THE ILS, NEAR THE NORTHWEST END OF A HH0101'TEARDROP SHAPED GRASS MEDIAN, NEAR THE SOUTHEAST SIDE AND HH0101'NORTH-NORTHEAST OF RUNWAY END 35. OWNERSHIP--CITY OF LIBERAL, PO BOX HH0101'2199, LIBERAL KS 67905-2199. AIRPORT MANAGER TERRY URBAN, PHONE HH0101'316-626-0156. NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE HH0101'(ESCORT REQUIRED). TO REACH THE AIRPORT TERMINAL FROM THE JUNCTION OF HH0101'U.S. HIGHWAY 83 (KANSAS AVE) AND 7TH ST NEAR THE NORTH SIDE OF HH0101'LIBERAL, GO WEST FOR 1.6 KM (1.00 MI) ON SEVENTH STREET TO THE HH0101'T-JUNCTION OF WESTERN AVENUE. TURN LEFT, SOUTH FOR ABOUT 80.0 M HH0101'(262.5 FT) ON WESTERN AVENUE TO THE JUNCTION OF SEVENTH ST ON THE HH0101'RIGHT. TURN RIGHT, WESTERLY FOR 1.1 KM (0.70 MI) ON SEVENTH ST, HH0101'BEARING RIGHT AT A FORK IN THE ROAD, TO A GATE AND THE AIRPORT HH0101'TERMINAL ON THE LEFT. STATION IS 16.5 M (54.1 FT) SOUTH-SOUTHEAST OF HH0101'A RUNWAY LIGHT AT THE JUNCTION OF THE EAST SIDE OF RUNWAY END 35 AND A HH0101'CLOSED RUNWAY, 15.6 M (51.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A HH0101'CLOSED RUNWAY, 15.3 M (50.2 FT) EAST OF THE EAST EDGE OF RUNWAY END HH0101'35, ABOUT 0.1 M (0.3 FT) LOWER THAN THE RUNWAY AND RECESSED 5 CM BELOW HH0101'GROUND. NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT HH0101'CONTROL STATION. HH0101 HH0101 STATION RECOVERY (2002) HH0101 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM) HH0101'RECOVERED AS DESCRIBED. NOTE--THE AIRPORT MANAGER IS DEBBIE GISKIE, HH0101'PHONE 620-626-0196. HH0101'FOR AN ESCORT CONTACT AIRPORT MAINTENANCE, DENNIS YOUNG, PHONE HH0101'620-626-0125. THE HH0101'STATION IS A PRIMARY AIRPORT CONTROL STATION. HH0101 HH0101 STATION RECOVERY (2011) HH0101 HH0101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 HH0101'FOUND BURIED IN UNVEGETATED AREA. RUNWAY 17L-35R WAS RECONSTRUCTED HH0101'AND IS 25' FURTHER WEST THAN OLD LOCATION, THEREFORE MONUMENT IS 75' HH0101'EAST OF 17L-35R. *** retrieval complete. Elapsed Time = 00:00:00