1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 CP0940 *********************************************************************** CP0940 DESIGNATION - HARDEE CP0940 PID - CP0940 CP0940 STATE/COUNTY- MS/ISSAQUENA CP0940 USGS QUAD - FLOWEREE (1988) CP0940 CP0940 *CURRENT SURVEY CONTROL CP0940 ___________________________________________________________________ CP0940* NAD 83(1993)- 32 35 33.82940(N) 090 51 14.68846(W) ADJUSTED CP0940* NAVD 88 - 34.467 (meters) 113.08 (feet) ADJUSTED CP0940 ___________________________________________________________________ CP0940 LAPLACE CORR- -0.51 (seconds) DEFLEC99 CP0940 GEOID HEIGHT- -26.51 (meters) GEOID99 CP0940 DYNAMIC HT - 34.428 (meters) 112.95 (feet) COMP CP0940 MODELED GRAV- 979,514.9 (mgal) NAVD 88 CP0940 CP0940 HORZ ORDER - FIRST CP0940 VERT ORDER - FIRST CLASS II CP0940 CP0940.The horizontal coordinates were established by classical geodetic methods CP0940.and adjusted by the National Geodetic Survey in May 1994. CP0940 CP0940.The orthometric height was determined by differential leveling CP0940.and adjusted by the National Geodetic Survey in July 1994. CP0940 CP0940.The Laplace correction was computed from DEFLEC99 derived deflections. CP0940 CP0940.The geoid height was determined by GEOID99. CP0940 CP0940.The dynamic height is computed by dividing the NAVD 88 CP0940.geopotential number by the normal gravity value computed on the CP0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0940.degrees latitude (g = 980.6199 gals.). CP0940 CP0940.The modeled gravity was interpolated from observed gravity values. CP0940 CP0940; North East Units Scale Converg. CP0940;SPC MS W - 342,994.748 651,114.345 MT 0.99997946 -0 16 49.8 CP0940;UTM 15 - 3,608,170.635 701,398.725 MT 1.00010019 +1 09 22.7 CP0940 CP0940: Primary Azimuth Mark Grid Az CP0940:SPC MS W - HARDEE AZ MK 019 51 31.0 CP0940:UTM 15 - HARDEE AZ MK 018 25 18.5 CP0940 CP0940|---------------------------------------------------------------------| CP0940| PID Reference Object Distance Geod. Az | CP0940| dddmmss.s | CP0940| CP0942 HARDEE AZ MK 0193441.2 | CP0940| CP0941 HARDEE RM 1 48.387 METERS 07112 | CP0940| CY3733 HARDEE RM 2 46.272 METERS 16452 | CP0940| CP0927 W 55 1741140.8 | CP0940|---------------------------------------------------------------------| CP0940 CP0940 SUPERSEDED SURVEY CONTROL CP0940 CP0940 NAD 83(1986)- 32 35 33.84222(N) 090 51 14.68362(W) AD( ) 1 CP0940 NAD 27 - 32 35 33.34990(N) 090 51 14.31540(W) AD( ) 1 CP0940 NGVD 29 - 34.504 (m) 113.20 (f) ADJ UNCH 1 2 CP0940 CP0940.Superseded values are not recommended for survey control. CP0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0940.See file dsdata.txt to determine how the superseded data were derived. CP0940 CP0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYS0139908171(NAD 83) CP0940_MARKER: DS = TRIANGULATION STATION DISK CP0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0940_STAMPING: HARDEE 1958 CP0940_MARK LOGO: CGS CP0940_MAGNETIC: N = NO MAGNETIC MATERIAL CP0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0940+STABILITY: SURFACE MOTION CP0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0940+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 CP0940 CP0940 HISTORY - Date Condition Report By CP0940 HISTORY - 1958 MONUMENTED CGS CP0940 HISTORY - 1965 GOOD CGS CP0940 HISTORY - 1973 GOOD NGS CP0940 HISTORY - 1973 GOOD NGS CP0940 HISTORY - 19920130 GOOD NGS CP0940 HISTORY - 20030316 GOOD INDIV CP0940 CP0940 STATION DESCRIPTION CP0940 CP0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR) CP0940'THE STATION IS ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF VALLEY PARK, CP0940'1-1/4 MILES NORTH-NORTHEAST OF A JOG IN THE ISSAQUENA-WARREN CP0940'COUNTY LINE AND 0.15 MILE WEST OF DEER CREEK. IT IS CP0940'ON THE TOP-CENTER OF AN INDIAN MOUND WHICH IS ABOUT 15 FEET CP0940'ABOVE THE GROUND SURFACE AND ON THE WEST SIDE OF U.S. HIGHWAY CP0940'61. IT IS IN THE CENTRAL PART OF SECTION 30, T 9 N, R 6 W. CP0940' CP0940'TO REACH THE STATION FROM THE RAILROAD DEPOT (WEST SIDE OF CP0940'HIGHWAY 61) IN VALLEY PARK, GO SOUTH ON U.S. HIGHWAY 61 FOR CP0940'2.5 MILES TO A DRIVEWAY AND THE AZIMUTH MARK ON THE LEFT, CP0940'CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILE TO THE STATION CP0940'ON THE RIGHT. CP0940' CP0940'THE STATION MARKS ARE STANDARD DISKS, STAMPED HARDEE 1958. CP0940'THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CP0940'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS 374 FEET CP0940'EAST OF THE EAST RAIL OF RAILROAD TRACK, 162 FEET SOUTHWEST OF CP0940'TELEPHONE LINE POLE NUMBER 2, 205 FEET WEST OF THE CENTER OF CP0940'HIGHWAY 61 AND 112 FEET WEST OF NORTHWEST CORNER OF FRAME HOUSE. CP0940'A WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK. THE CP0940'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE CP0940'38 INCHES BELOW THE GROUND SURFACE. CP0940' CP0940'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARDEE NO 1 1958, CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING CP0940'6 INCHES. IT IS 78 FEET NORTH OF NORTHEAST CORNER OF THE CP0940'FRAME HOUSE, 62 FEET WEST OF THE CENTER OF HIGHWAY 61, 41 FEET CP0940'NORTH OF THE CENTER OF A DRIVEWAY AND 1 FOOT SOUTHWEST OF CP0940'A TELEPHONE LINE POLE. CP0940' CP0940'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARDEE NO 2 1958, CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING CP0940'5 INCHES. IT IS 137 FEET WEST OF THE CENTER OF HIGHWAY 61, CP0940'114 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF THE FRAME HOUSE, CP0940'108 FEET SOUTHWEST OF A POWERLINE POLE AND IN A NORTH-SOUTH CP0940'FENCE. CP0940' CP0940'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HARDEE 1958, CP0940'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING CP0940'5 INCHES. IT IS 116 FEET EAST OF THE CENTER OF HIGHWAY 61, CP0940'115 FEET WEST OF THE SOUTHWEST CORNER OF YARD FENCE, 114 FEET CP0940'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 68 FEET SOUTH OF THE CP0940'CENTER OF DRIVEWAY AND 2 FEET WEST-SOUTHWEST OF A POWERLINE CP0940'POLE. A WHITE WITNESS POST WAS SET 2 FEET NORTHWEST OF THE CP0940'MARK. IT IS IN THE NORTHWEST CORNER OF A CULTIVATED FIELD. CP0940' CP0940'BENCH MARK W 55 IS A STANDARD COAST AND GEODETIC SURVEY BENCH CP0940'MARK DISK, STAMPED W 55 1935. IT IS SET IN THE TOP OF A 9 INCH CP0940'SQUARE, CONCRETE POST PROJECTING 3 INCHES, 166 FEET SOUTHWEST CP0940'OF THE CENTER OF U.S. HIGHWAY 61, 67 FEET WEST OF A POWERLINE CP0940'POLE, 45 FEET EAST-NORTHEAST OF THE EAST RAIL OF RAILROAD TRACKS, CP0940'26 FEET NORTH-NORTHWEST OF THE TRACK ROAD CENTER AND SET CP0940'DIRECTLY BELOW TELEPHONE LINES. CP0940' CP0940'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. CP0940 CP0940 STATION RECOVERY (1965) CP0940 CP0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ) CP0940'STATION, REFERENCE MARKS NO. 1 AND 2, AZIMUTH MARK AND BENCH CP0940'MARK W 55 1935 WERE RECOVERED AS DESCRIBED IN 1958 DESCRIPTION CP0940'AND ALL MARKS ARE IN GOOD CONDITION. A CHECK WAS MADE OF THE CP0940'DISTANCE AND DIRECTION TO THE MARKS AND A CONSIDERABLE DIFFERENCE CP0940'FOUND IN THE DISTANCE TO BOTH REFERENCE MARKS, HOWEVER, THE CP0940'DIRECTION MATCHED THE 1958 OBSERVATIONS. CP0940' CP0940'THE LOCATION OF THE STATION IS ADEQUATE BUT A NEW TO REACH CP0940'DESCRIPTION FOLLOWS-- CP0940' CP0940'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 61 AND STATE CP0940'HIGHWAY NO. 3 WHICH IS ABOUT 10 MILES NORTH OF VICKSBURG, GO CP0940'NORTH ON U.S. HIGHWAY NO. 61 FOR 0.65 MILE TO THE BRIDGE CP0940'OVER THE YAZOO RIVER. CONTINUE NORTHERLY ON U.S. HIGHWAY CP0940'61 FOR 7.3 MILES TO A SIDE ROAD LEFT. (TURN LEFT AND GO WEST CP0940'ON A DIRT ROAD FOR 0.05 MILE TO BENCH MARK W 55 1935 ON RIGHT CP0940'AT THE BASE OF THE RAILROAD BED). CONTINUE NORTHERLY ON U.S. CP0940'HIGHWAY NO. 61 FOR 0.25 MILE TO A SMALL HOUSE ON LEFT (WEST) CP0940'SIDE OF HIGHWAY AND THE STATION ON A LARGE INDIAN MOUND WHICH CP0940'IS JUST BACK OF THE HOUSE. CP0940' CP0940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON CP0940'U.S. HIGHWAY NO. 61 FOR 0.3 MILE TO A POWERLINE POLE ON RIGHT CP0940'AND AZIMUTH MARK AT THE BASE OF THE HIGHWAY FILL. CP0940' CP0940'HEIGHT OF LIGHT ABOVE STATION MARK 113.58 FEET. CP0940 CP0940 STATION RECOVERY (1973) CP0940 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RRG) CP0940'THE STATION, RM 1, RM 3, AND AZIMUTH MARK WAS RECOVERED IN GOOD CP0940'CONDITION. RM 2 WAS NOT RECOVERED, BENCH MARK W 55 WAS CP0940'RECOVERED IN FAIR CONDITION, THE MARK IS CHIPPED ON ALL SIDES CP0940'AND THE DISK IS LEANING SLIGHTLY TO THE EAST. CP0940' CP0940'THE ORIGINAL DESCRIPTION--TO REACH, IS ADEQUATE AS DESCRIBED CP0940'IN QUAD 320904 STATION 1007 DATED JULY 1960. CP0940' CP0940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/4 CP0940'MILES SOUTH-SOUTHWEST OF VALLEY PARK. CP0940 CP0940 STATION RECOVERY (1973) CP0940 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 CP0940'3.25 MI S FROM VALLEY PARK. CP0940'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE AND CP0940'GROCERY STORE AT VALLEY PARK, ON TOP AND NEAR CENTER OF AN INDIAN CP0940'MOUND, 374 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL CP0940'RAILROAD, 205 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 61, 112 FEET CP0940'WEST OF THE NORTHWEST CORNER OF A SHACK FRAME HOUSE, 207 FEET CP0940'NORTHWEST OF A 48-INCH PECAN TREE, 65 FEET SOUTH OF A CROOKED 30-INCH CP0940'WILLOW TREE, 208.06 FEET NORTH-NORTHWEST OF HARDEE NO. 3, 159.44 FEET CP0940'SOUTHWEST OF HARDEE NO. 1, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT CP0940'20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE CP0940'POST FLUSH WITH THE GROUND. SEC 30, T 9N, R 6W. CP0940 CP0940 STATION RECOVERY (1992) CP0940 CP0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0940'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0940'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0940'(CLAY STREET) IN VICKSBURG, THENCE 20.2 KM (12.55 MI) NORTHERLY ALONG CP0940'U.S. HIGHWAY 61, 63.5 M (208.3 FT) NORTH OF REFERENCE MARK 3, 62.6 M CP0940'(205.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) CP0940'ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, CP0940'ON THE HIGHEST POINT OF AN INDIAN BURIAL MOUND, AND THE MONUMENT IS CP0940'FLUSH WITH THE GROUND SURFACE. CP0940 CP0940 STATION RECOVERY (2003) CP0940 CP0940'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RM) CP0940'RECOVERED IN GOOD CONDITION.