DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.10 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2004 AC7780 *********************************************************************** AC7780 PACS - This is a Primary Airport Control Station. AC7780 DESIGNATION - 7K4 A AC7780 PID - AC7780 AC7780 STATE/COUNTY- KY/OHIO AC7780 USGS QUAD - HORTON (1971) AC7780 AC7780 *CURRENT SURVEY CONTROL AC7780 ___________________________________________________________________ AC7780* NAD 83(1993)- 37 27 28.06101(N) 086 51 03.09145(W) ADJUSTED AC7780* NAVD 88 - 158.79 (meters) 521.0 (feet) GPS OBS AC7780 ___________________________________________________________________ AC7780 X - 278,486.192 (meters) COMP AC7780 Y - -5,061,701.433 (meters) COMP AC7780 Z - 3,857,924.653 (meters) COMP AC7780 LAPLACE CORR- -2.09 (seconds) DEFLEC99 AC7780 ELLIP HEIGHT- 128.00 (meters) (11/03/04) GPS OBS AC7780 GEOID HEIGHT- -30.77 (meters) GEOID03 AC7780 AC7780 HORZ ORDER - B AC7780 ELLP ORDER - THIRD CLASS I AC7780 AC7780.This mark is at Ohio County Airport (7K4) AC7780 AC7780.The horizontal coordinates were established by GPS observations AC7780.and adjusted by the National Geodetic Survey in April 1997. AC7780 AC7780.The orthometric height was determined by GPS observations and a AC7780.high-resolution geoid model. AC7780 AC7780.GPS derived orthometric heights for airport stations designated as AC7780.PACS or SACS are published to 2 decimal places. This maintains AC7780.centimeter relative accuracy between the PACS and SACS. It does AC7780.not indicate centimeter accuracy relative to other marks which are AC7780.part of the NAVD 88 network. AC7780 AC7780.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC7780 AC7780.The Laplace correction was computed from DEFLEC99 derived deflections. AC7780 AC7780.The ellipsoidal height was determined by GPS observations AC7780.and is referenced to NAD 83. AC7780 AC7780.The geoid height was determined by GEOID03. AC7780 AC7780; North East Units Scale Factor Converg. AC7780;SPC KY1Z - 1,125,370.552 1,402,610.248 MT 0.99993147 -0 40 33.2 AC7780;SPC KY1Z - 3,692,153.22 4,601,730.46 sFT 0.99993147 -0 40 33.2 AC7780;SPC KY S - 625,354.113 402,608.610 MT 0.99994772 -0 40 03.5 AC7780;SPC KY S - 2,051,682.62 1,320,891.75 sFT 0.99994772 -0 40 03.5 AC7780;UTM 16 - 4,145,669.434 513,190.027 MT 0.99960214 +0 05 26.5 AC7780 AC7780! - Elev Factor x Scale Factor = Combined Factor AC7780!SPC KY1Z - 0.99997991 x 0.99993147 = 0.99991139 AC7780!SPC KY S - 0.99997991 x 0.99994772 = 0.99992764 AC7780!UTM 16 - 0.99997991 x 0.99960214 = 0.99958206 AC7780 AC7780 SUPERSEDED SURVEY CONTROL AC7780 AC7780 ELLIP H (04/14/97) 128.03 (m) GP( ) 2 2 AC7780 AC7780.Superseded values are not recommended for survey control. AC7780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC7780.See file dsdata.txt to determine how the superseded data were derived. AC7780 AC7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG1319045669(NAD 83) AC7780_MARKER: I = METAL ROD AC7780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC7780_STAMPING: 7K4 A 1996 AC7780_MARK LOGO: NGS AC7780_PROJECTION: FLUSH AC7780_MAGNETIC: N = NO MAGNETIC MATERIAL AC7780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC7780+STABILITY: POSITION/ELEVATION WELL AC7780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC7780+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003 AC7780_ROD/PIPE-DEPTH: 4.50 meters AC7780_SLEEVE-DEPTH : 1.00 meters AC7780 AC7780 HISTORY - Date Condition Report By AC7780 HISTORY - 1996 MONUMENTED NGS AC7780 HISTORY - 20030103 GOOD WOOLPT AC7780 AC7780 STATION DESCRIPTION AC7780 AC7780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (PDL) AC7780'THE STATION IS LOCATED NEAR MIDFIELD AT THE OHIO COUNTY AIRPORT ON THE AC7780'SOUTH SIDE OF HARTFORD, KY. FOR ACCESS CONTACT MR. RON FORTENOR, AC7780'AIRPORT MANAGER, 2260 COUNTRY CLUB ROAD, HARTFORD, KY, 42347, PHONE AC7780'502-298-3500. TO REACH THE STATION FROM THE JUNCTION OF WILLIAM H. AC7780'NATCHER PARKWAY (FORMERLY GREEN RIVER PARKWAY) AND STATE HIGHWAY 69, AC7780'PROCEED NORTH ON STATE HIGHWAY 69 FOR 0.25 MI (0.40 KM) TO A PAVED AC7780'ROAD ON THE RIGHT, COUNTRY CLUB ROAD. TURN RIGHT AND PROCEED EASTERLY AC7780'FOR 1.7 MI (2.7 KM) TO A T-INTERSECTION OF BACK GATE ROAD AND COUNTRY AC7780'CLUB ROAD. BEAR RIGHT, CONTINUING ON COUNTRY CLUB ROAD FOR 0.4 MI AC7780'(0.6 KM) TO THE TERMINAL AHEAD AND THE RAMP ON THE RIGHT. PROCEED AC7780'NORTHEASTERLY ON THE RAMP TO THE CONNECTING TAXIWAY OF THE RAMP AND AC7780'RUNWAY. PROCEED TO THE HOLD BAR AND THE STATION ON THE RIGHT. THE AC7780'STATION IS 166.5 FT (50.7 M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF AC7780'THE CONNECTING TAXIWAY, 159 FT (48.5 M) WEST-NORTHWEST OF THE AC7780'CENTERLINE OF THE RUNWAY, 92.5 FT (28.2 M) EAST-SOUTHEAST OF THE AC7780'SOUTHEAST EDGE OF RAMP, 39 FT (11.9 M) WEST-NORTHWEST OF THE EDGE OF A AC7780'DRAINAGE DITCH. THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION. AC7780 AC7780 STATION RECOVERY (2003) AC7780 AC7780'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM) AC7780'RECOVERED AS DESCRIBED WITH THESE CHANGES... AC7780' AC7780'PHONE AREA CODE CHANGED TO 270 (WAS 502). AC7780' AC7780'AT THE T-INTERSECTION OF BACK GATE ROAD AND COUNTRY CLUB ROAD, BEAR AC7780'RIGHT FOR 0.2 MILE TO ROAD O RIGHT, TURN RIGHT AND PROCEED TO AC7780'TERMINAL ON RIGHT AND GATE, PROCEED THRU GATE 250 +/- FEET TO AC7780'STATION. *** retrieval complete. Elapsed Time = 00:00:00