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 10, 2004 HA0409 *********************************************************************** HA0409 FBN - This is a Federal Base Network Control Station. HA0409 DESIGNATION - B 333 HA0409 PID - HA0409 HA0409 STATE/COUNTY- KY/HANCOCK HA0409 USGS QUAD - LEWISPORT (1967) HA0409 HA0409 *CURRENT SURVEY CONTROL HA0409 ___________________________________________________________________ HA0409* NAD 83(1993)- 37 55 59.09861(N) 086 54 42.78160(W) ADJUSTED HA0409* NAVD 88 - 120.548 (meters) 395.50 (feet) ADJUSTED HA0409 ___________________________________________________________________ HA0409 X - 271,355.492 (meters) COMP HA0409 Y - -5,029,754.503 (meters) COMP HA0409 Z - 3,899,643.105 (meters) COMP HA0409 LAPLACE CORR- -4.49 (seconds) DEFLEC99 HA0409 ELLIP HEIGHT- 89.09 (meters) (11/03/04) GPS OBS HA0409 GEOID HEIGHT- -31.45 (meters) GEOID03 HA0409 DYNAMIC HT - 120.466 (meters) 395.23 (feet) COMP HA0409 MODELED GRAV- 979,947.2 (mgal) NAVD 88 HA0409 HA0409 HORZ ORDER - B HA0409 VERT ORDER - FIRST CLASS II HA0409 ELLP ORDER - THIRD CLASS I HA0409 HA0409.The horizontal coordinates were established by GPS observations HA0409.and adjusted by the National Geodetic Survey in September 1994. HA0409 HA0409.The orthometric height was determined by differential leveling HA0409.and adjusted by the National Geodetic Survey in June 1991. HA0409 HA0409.The X, Y, and Z were computed from the position and the ellipsoidal ht. HA0409 HA0409.The Laplace correction was computed from DEFLEC99 derived deflections. HA0409 HA0409.The ellipsoidal height was determined by GPS observations HA0409.and is referenced to NAD 83. HA0409 HA0409.The geoid height was determined by GEOID03. HA0409 HA0409.The dynamic height is computed by dividing the NAVD 88 HA0409.geopotential number by the normal gravity value computed on the HA0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HA0409.degrees latitude (g = 980.6199 gals.). HA0409 HA0409.The modeled gravity was interpolated from observed gravity values. HA0409 HA0409; North East Units Scale Factor Converg. HA0409;SPC KY1Z - 1,178,179.895 1,397,868.525 MT 0.99990543 -0 42 48.1 HA0409;SPC KY1Z - 3,865,411.87 4,586,173.65 sFT 0.99990543 -0 42 48.1 HA0409;SPC KY S - 678,165.676 397,858.806 MT 0.99999995 -0 42 16.7 HA0409;SPC KY S - 2,224,948.56 1,305,308.43 sFT 0.99999995 -0 42 16.7 HA0409;SPC IN W - 298,080.622 915,072.013 MT 0.99996946 +0 06 19.4 HA0409;UTM 16 - 4,198,394.137 507,743.394 MT 0.99960074 +0 03 15.0 HA0409 HA0409! - Elev Factor x Scale Factor = Combined Factor HA0409!SPC KY1Z - 0.99998602 x 0.99990543 = 0.99989145 HA0409!SPC KY S - 0.99998602 x 0.99999995 = 0.99998597 HA0409!SPC IN W - 0.99998602 x 0.99996946 = 0.99995548 HA0409!UTM 16 - 0.99998602 x 0.99960074 = 0.99958677 HA0409 HA0409 SUPERSEDED SURVEY CONTROL HA0409 HA0409 ELLIP H (09/07/94) 89.12 (m) GP( ) 4 1 HA0409 NAVD 88 (09/07/94) 120.55 (m) 395.5 (f) LEVELING 3 HA0409 NGVD 29 (??/??/92) 120.652 (m) 395.84 (f) ADJ UNCH 1 2 HA0409 HA0409.Superseded values are not recommended for survey control. HA0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HA0409.See file dsdata.txt to determine how the superseded data were derived. HA0409 HA0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG0774398394(NAD 83) HA0409_MARKER: DB = BENCH MARK DISK HA0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HA0409_STAMPING: B 333 1953 HA0409_MARK LOGO: CGS HA0409_MAGNETIC: N = NO MAGNETIC MATERIAL HA0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HA0409+STABILITY: SURFACE MOTION HA0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HA0409+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2003 HA0409 HA0409 HISTORY - Date Condition Report By HA0409 HISTORY - 1953 MONUMENTED CGS HA0409 HISTORY - 19931205 GOOD NGS HA0409 HISTORY - 19940210 GOOD HA0409 HISTORY - 19951130 GOOD LOWE HA0409 HISTORY - 19970903 GOOD NGS HA0409 HISTORY - 20011008 GOOD KYDT HA0409 HISTORY - 20030110 GOOD WOOLPT HA0409 HISTORY - 20030312 GOOD USACEN HA0409 HA0409 STATION DESCRIPTION HA0409 HA0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 HA0409'0.6 MI SW FROM LEWISPORT. HA0409'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE MAIN HA0409'CROSSROADS AT LEWISPORT, ABOUT 0.15 MILE SOUTHWEST OF JUNCTION HA0409'OF STATE HIGHWAY 334, ON THE OUTSIDE OF A CURVE WITH TANGENTS HA0409'EXTENDING EAST-NORTHEAST AND SOUTH-SOUTHWEST, 28 1/2 FEET HA0409'NORTHWEST OF CENTER LINE OF HIGHWAY, 99 1/2 FEET SOUTH-SOUTHWEST HA0409'OF SOUTH CORNER OF A 1-STORY FRAME HOUSE, 24 1/2 FEET SOUTHWEST HA0409'OF A LONG 30-INCH OAK TREE, 12 FEET NORTHEAST OF CENTER LINE HA0409'OF A FARM DRIVE NORTHWEST, 7 FEET NORTH OF NORTHEAST END OF A HA0409'14-INCH CONCRETE PIPE CULVERT UNDER FARM DRIVE, 2 FEET SOUTHWEST HA0409'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET HA0409'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. HA0409 HA0409 STATION RECOVERY (1993) HA0409 HA0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 HA0409'THE STATION IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTHEAST OF OWENSBORO, HA0409'1.0 MI (1.6 KM) SOUTH OF THE OHIO RIVER AND IN THE WEST SECTION OF HA0409'LEWISPORT. OWNERSHIP--HIGHWAY RIGHT OF WAY. HA0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE HA0409'ROUTE 657 IN LEWISPORT, GO NORTH ON STATE ROUTE 657 FOR 0.7 MI HA0409'(1.1 KM) TO A RAILROAD CROSSING. CONTINUE AHEAD ON STATE ROUTE 657 HA0409'FOR 0.3 MI (0.5 KM) TO A PAVED ROAD LEFT. TURN LEFT AND GO WEST ON HA0409'STATE ROUTE 334 (PELL) FOR 0.5 MI (0.8 KM) TO THE STATION ON THE HA0409'RIGHT IN THE SIDEWALK. HA0409'LOCATED 37.4 M (122.7 FT) EAST-NORTHEAST FROM THE CENTERLINE OF SANDS HA0409'DRIVE, 8.8 M (28.9 FT) NORTHWEST FROM THE CENTERLINE OF STATE ROUTE HA0409'334 (PELL STREET), 2.3 M (7.5 FT) SOUTH FROM THE CENTER OF A ROUND HA0409'WATER METER COVER, AND 0.6 M (2.0 FT) SOUTH FROM THE NORTH EDGE OF HA0409'THE SIDEWALK. HA0409'NOTE, THE SIDEWALK WAS BUILT AROUND THE STATION NOT DISTURBING THE HA0409'CONCRETE POST. HA0409'CONTACT LOCAL SURVEYOR JAMES C. MCDANIEL, ROUTE 2, BOX 1502 LEWISPORT, HA0409'KY 42351. PHONE 502-295-3561 BEFORE OCCUPATION. HA0409 HA0409 STATION RECOVERY (1994) HA0409 HA0409'RECOVERED 1994 HA0409'RECOVERED IN GOOD CONDITION. HA0409 HA0409 STATION RECOVERY (1995) HA0409 HA0409'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS) HA0409'RECOVERED AS DESCRIBED. HA0409 HA0409 STATION RECOVERY (1997) HA0409 HA0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) HA0409'RECOVERED AS DESCRIBED. HA0409 HA0409 STATION RECOVERY (2001) HA0409 HA0409'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE) HA0409'RECOVERED IN GOOD CONDITION. HA0409 HA0409 STATION RECOVERY (2003) HA0409 HA0409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM) HA0409'RECOVERED AS DESCRIBED. HA0409 HA0409 STATION RECOVERY (2003) HA0409 HA0409'RECOVERY NOTE BY COE NASHVILLE 2003 (PNB) HA0409'RECOVERED IN GOOD CONDITION AS DESCRIBED *** retrieval complete. Elapsed Time = 00:00:01