1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 CO0862 *********************************************************************** CO0862 DESIGNATION - BRANDON RM 2 CO0862 PID - CO0862 CO0862 STATE/COUNTY- MS/RANKIN CO0862 USGS QUAD - BRANDON (1982) CO0862 CO0862 *CURRENT SURVEY CONTROL CO0862 ___________________________________________________________________ CO0862* NAD 83(1986)- 32 16 35. (N) 089 59 26. (W) SCALED CO0862* NAVD 88 - 156.435 (meters) 513.24 (feet) ADJUSTED CO0862 ___________________________________________________________________ CO0862 GEOID HEIGHT- -26.45 (meters) GEOID99 CO0862 DYNAMIC HT - 156.253 (meters) 512.64 (feet) COMP CO0862 MODELED GRAV- 979,476.2 (mgal) NAVD 88 CO0862 CO0862 VERT ORDER - FIRST CLASS I CO0862 CO0862.The horizontal coordinates were scaled from a topographic map and have CO0862.an estimated accuracy of +/- 6 seconds. CO0862 CO0862.The orthometric height was determined by differential leveling CO0862.and adjusted by the National Geodetic Survey in June 1991. CO0862 CO0862.The geoid height was determined by GEOID99. CO0862 CO0862.The dynamic height is computed by dividing the NAVD 88 CO0862.geopotential number by the normal gravity value computed on the CO0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CO0862.degrees latitude (g = 980.6199 gals.). CO0862 CO0862.The modeled gravity was interpolated from observed gravity values. CO0862 CO0862; North East Units Estimated Accuracy CO0862;SPC MS W - 307,850. 732,290. MT (+/- 180 meters Scaled) CO0862 CO0862 SUPERSEDED SURVEY CONTROL CO0862 CO0862 NGVD 29 (??/??/??) 156.437 (m) 513.24 (f) ADJUSTED 1 1 CO0862 CO0862.Superseded values are not recommended for survey control. CO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0862.See file dsdata.txt to determine how the superseded data were derived. CO0862 CO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA183750(NAD 83) CO0862_MARKER: DR = REFERENCE MARK DISK CO0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO0862_STAMPING: BRANDON NO 2 1931 CO0862_MARK LOGO: CGS CO0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0862+STABILITY: SURFACE MOTION CO0862 CO0862 HISTORY - Date Condition Report By CO0862 HISTORY - 1931 MONUMENTED CGS CO0862 HISTORY - 1968 GOOD NGS CO0862 HISTORY - 1977 GOOD MSHD CO0862 HISTORY - 20021120 GOOD JCLS CO0862 CO0862 STATION DESCRIPTION CO0862 CO0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 CO0862'0.4 MI NW FROM BRANDON. CO0862'ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 80 WHICH IS WEST GOVERNMENT CO0862'STREET FROM THE RANKIN COUNTY COURTHOUSE AT BRANDON, THENCE 0.25 MILE CO0862'NORTH ALONG STATE HIGHWAY 471 WHICH IS NORTH COLLEGE STREET, 139 FEET CO0862'NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CO0862'CEMETERY, 23 1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET CO0862'NORTH AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 258, 66 FEET EAST CO0862'OF THE SOUTHEAST CORNER OF A METAL BUILDING, 1 FOOT NORTH OF A FENCE, CO0862'163.78 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM TRIANGULATION CO0862'STATION BRANDON 1931, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND CO0862'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE CO0862'SURFACE OF THE GROUND. SEC 16, T 5N, R 3E. CO0862 CO0862 STATION RECOVERY (1977) CO0862 CO0862'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CO0862'THE MARK IS LOCATED 0.3 MILE NORTHWEST OF THE CENTER OF BRANDON IN CO0862'THE NORTHWEST ANGLE OF THE INTERSECTION OF PEARL STREET AND STATE CO0862'HIGHWAY 471 IN THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16, CO0862'T 5 N, R 3 E. IT IS 162.78 FEET NORTHWEST OF THE STATION, 139 FEET CO0862'NORTHEAST OF AND ACROSS THE HIGHWAY FROM THENORTHEAST CORNER OF A CO0862'CYCLONE FENCE AROUND A LARGE CEMENTERY, 233 FEET WEST OF THE CENTER CO0862'OF PEARL STREET, 114 FEET EAST OF THE PROJECTED CENTER OF OLD DEPOT CO0862'ROAD, 66 FEET NORTH 66 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL CO0862'METAL BUILDING HOUSEING GAS RELIEF VALVES, 4.5 FEET NORTH OF POWER CO0862'POLE NO. 258, 99.5 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME CO0862'HOUSE, 23.5 FEET NORTH OF THE CENTER OF HIGHWAY 471, 13 FEET WEST OF CO0862'A 7 INCH CEDAR, 1 FOOT EAST OF A METAL WITNESS POST SET IN THE TOP OF CO0862'A SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY CO0862'AND PROJECTS 4 INCHES. TO REACH FROM THE COURTHHOUSE IN BRANDON GO CO0862'WEST ON U.S. HIGHWAY 80 FOR 0.15 MILE TO THE JUNCTION OF STATE CO0862'HIGHWAY 471. TURN RIGHT AND GO NORTH ON STATE HIGHWAY 471 FOR 0.3 CO0862'MILE TO THE MARK ON THE RIGHT. CO0862 CO0862 STATION RECOVERY (2002) CO0862 CO0862'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 CO0862'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 CO0874 *********************************************************************** CO0874 DESIGNATION - D 212 CO0874 PID - CO0874 CO0874 STATE/COUNTY- MS/RANKIN CO0874 USGS QUAD - BRANDON (1982) CO0874 CO0874 *CURRENT SURVEY CONTROL CO0874 ___________________________________________________________________ CO0874* NAD 83(1986)- 32 17 39. (N) 089 52 56. (W) SCALED CO0874* NAVD 88 - 119.964 (meters) 393.58 (feet) ADJUSTED CO0874 ___________________________________________________________________ CO0874 GEOID HEIGHT- -26.57 (meters) GEOID99 CO0874 DYNAMIC HT - 119.824 (meters) 393.12 (feet) COMP CO0874 MODELED GRAV- 979,469.4 (mgal) NAVD 88 CO0874 CO0874 VERT ORDER - FIRST CLASS I CO0874 CO0874.The horizontal coordinates were scaled from a topographic map and have CO0874.an estimated accuracy of +/- 6 seconds. CO0874 CO0874.The orthometric height was determined by differential leveling CO0874.and adjusted by the National Geodetic Survey in June 1991. CO0874 CO0874.The geoid height was determined by GEOID99. CO0874 CO0874.The dynamic height is computed by dividing the NAVD 88 CO0874.geopotential number by the normal gravity value computed on the CO0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CO0874.degrees latitude (g = 980.6199 gals.). CO0874 CO0874.The modeled gravity was interpolated from observed gravity values. CO0874 CO0874; North East Units Estimated Accuracy CO0874;SPC MS W - 309,860. 742,490. MT (+/- 180 meters Scaled) CO0874 CO0874 SUPERSEDED SURVEY CONTROL CO0874 CO0874 NGVD 29 (??/??/??) 119.964 (m) 393.58 (f) ADJUSTED 1 1 CO0874 CO0874.Superseded values are not recommended for survey control. CO0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0874.See file dsdata.txt to determine how the superseded data were derived. CO0874 CO0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA285766(NAD 83) CO0874_MARKER: DB = BENCH MARK DISK CO0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO0874_STAMPING: D 212 1960 CO0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0874+STABILITY: SURFACE MOTION CO0874 CO0874 HISTORY - Date Condition Report By CO0874 HISTORY - 1960 MONUMENTED CGS CO0874 HISTORY - 1968 GOOD NGS CO0874 HISTORY - 1977 GOOD MSHD CO0874 HISTORY - 20021120 GOOD JCLS CO0874 CO0874 STATION DESCRIPTION CO0874 CO0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 CO0874'6.65 MI E FROM BRANDON. CO0874'ABOUT 6.65 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY CO0874'COURTHOUSE AT BRANDON, OR 5.4 MILES WEST ALONG U.S. HIGHWAY 80 FROM CO0874'THE CITY HALL AT PELAHATCHIE, 87 FEET NORTH OF THE CENTERLINE OF THE CO0874'HIGHWAY, 90 FEET SOUTH AND ACROSS THE ILLINOIS CENTRAL RAILROAD FROM CO0874'MILEPOST 74, 72 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 50 CO0874'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD, 45 1/2 FEET NORTH OF A CO0874'POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 1.2 FEET WEST OF A METAL CO0874'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN CO0874'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE CO0874'OF THE GROUND. SEC 9, T 5N, R 4E. CO0874 CO0874 STATION RECOVERY (1977) CO0874 CO0874'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CO0874'THE MARK IS LOCATED 5 MILES WEST OF PELAHATCHIE IN THE SOUTHWEST CO0874'ANGLE OF THE CROSSING OF THE I.C.G. RAILROAD TRACK WITH A PRIVATE CO0874'ROAD, 6.3 MILES EAST OF BRANDON, 0.4 MILE WEST OF A RAILROAD OVERPASS CO0874'IN THE NORTHWEST 1/4 OF SECTION 10, T 5 N, R 4 E. THE 1968 CO0874'MEASUREMENTS ARE GOOD EXCEPT IT IS 48 FEET WEST OF THE CNETER OF A CO0874'PRIVATE ROAD AND 13 FEET SOUTH OF A BRACE POLE. TO REACH FROM THE CO0874'INTERSECTION OF STATE HIGHWAY 43 AND U.S. HIGHWAY 80 AT THE WEST EDGE CO0874'OF PELAHATCHIE GO WEST ON WEST ON U.S. HIGHWAY 80 FOR 5.2 MILES TO A CO0874'PRIVATE ROAD AND THE MARK ON THE RIGHT. CO0874 CO0874 STATION RECOVERY (2002) CO0874 CO0874'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 CO0874'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 CO0894 *********************************************************************** CO0894 FBN - This is a Federal Base Network Control Station. CO0894 DESIGNATION - HATCH RESET CO0894 PID - CO0894 CO0894 STATE/COUNTY- MS/RANKIN CO0894 USGS QUAD - PELAHATCHIE (1982) CO0894 CO0894 *CURRENT SURVEY CONTROL CO0894 ___________________________________________________________________ CO0894* NAD 83(1993)- 32 18 57.55909(N) 089 47 19.53519(W) ADJUSTED CO0894* NAVD 88 - 118.765 (meters) 389.65 (feet) ADJUSTED CO0894 ___________________________________________________________________ CO0894 X - 19,892.235 (meters) COMP CO0894 Y - -5,395,449.281 (meters) COMP CO0894 Z - 3,390,144.813 (meters) COMP CO0894 LAPLACE CORR- -0.94 (seconds) DEFLEC99 CO0894 ELLIP HEIGHT- 92.14 (meters) (09/12/01) GPS OBS CO0894 GEOID HEIGHT- -26.69 (meters) GEOID99 CO0894 DYNAMIC HT - 118.627 (meters) 389.20 (feet) COMP CO0894 MODELED GRAV- 979,473.6 (mgal) NAVD 88 CO0894 CO0894 HORZ ORDER - B CO0894 VERT ORDER - FIRST CLASS I CO0894 ELLP ORDER - THIRD CLASS I CO0894 CO0894.The horizontal coordinates were established by GPS observations CO0894.and adjusted by the National Geodetic Survey in January 1994. CO0894 CO0894.The orthometric height was determined by differential leveling CO0894.and adjusted by the National Geodetic Survey in June 1991. CO0894.WARNING-GPS observations at this control monument resulted in a GPS CO0894.derived orthometric height which differed from the leveled height by CO0894.more than one decimeter (0.1 meter). CO0894 CO0894.The X, Y, and Z were computed from the position and the ellipsoidal ht. CO0894 CO0894.The Laplace correction was computed from DEFLEC99 derived deflections. CO0894 CO0894.The ellipsoidal height was determined by GPS observations CO0894.and is referenced to NAD 83. CO0894 CO0894.The geoid height was determined by GEOID99. CO0894 CO0894.The dynamic height is computed by dividing the NAVD 88 CO0894.geopotential number by the normal gravity value computed on the CO0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CO0894.degrees latitude (g = 980.6199 gals.). CO0894 CO0894.The modeled gravity was interpolated from observed gravity values. CO0894 CO0894; North East Units Scale Converg. CO0894;SPC MS W - 312,317.673 751,278.974 MT 0.99998241 +0 17 28.1 CO0894;SPC MS E - 312,588.423 210,032.449 MT 1.00004978 -0 30 38.9 CO0894;UTM 16 - 3,578,878.967 237,449.381 MT 1.00045015 -1 29 30.1 CO0894 CO0894: Primary Azimuth Mark Grid Az CO0894:SPC MS W - HATCH AZ MK 244 51 21.6 CO0894:SPC MS E - HATCH AZ MK 245 39 28.6 CO0894:UTM 16 - HATCH AZ MK 246 38 19.8 CO0894 CO0894|---------------------------------------------------------------------| CO0894| PID Reference Object Distance Geod. Az | CO0894| dddmmss.s | CO0894| CO0893 HATCH RM 3 30.791 METERS 04331 | CO0894| CG1949 HATCH RM 1 25.491 METERS 08302 | CO0894| CG1950 HATCH RM 2 29.600 METERS 16618 | CO0894| CO0895 HATCH RM 5 22.997 METERS 17308 | CO0894| CG1951 HATCH RM 4 23.260 METERS 17417 | CO0894| CO1417 HATCH 2 57.547 METERS 19722 | CO0894| CO0892 HATCH AZ MK 419.591 METERS 2450849.7 | CO0894| CO1415 PELAHATCHEE MUNICIPAL TANK APPROX. 0.8 KM 2480556.7 | CO0894|---------------------------------------------------------------------| CO0894 CO0894 SUPERSEDED SURVEY CONTROL CO0894 CO0894 ELLIP H (01/12/94) 92.17 (m) GP( ) 4 1 CO0894 NAD 83(1986)- 32 18 57.57243(N) 089 47 19.53188(W) AD( ) 1 CO0894 NAD 27 - 32 18 57.04800(N) 089 47 19.25600(W) AD( ) 1 CO0894 NAVD 88 (01/12/94) 118.76 (m) 389.6 (f) LEVELING 3 CO0894 NGVD 29 (??/??/??) 118.765 (m) 389.65 (f) ADJUSTED 1 1 CO0894 CO0894.Superseded values are not recommended for survey control. CO0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0894.See file dsdata.txt to determine how the superseded data were derived. CO0894 CO0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBA3744978879(NAD 83) CO0894_MARKER: DS = TRIANGULATION STATION DISK CO0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO0894_STAMPING: HATCH 1945 1961 CO0894_MARK LOGO: CGS CO0894_MAGNETIC: N = NO MAGNETIC MATERIAL CO0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0894+STABILITY: SURFACE MOTION CO0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CO0894+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 CO0894 CO0894 HISTORY - Date Condition Report By CO0894 HISTORY - 1961 MONUMENTED CGS CO0894 HISTORY - 1961 GOOD CGS CO0894 HISTORY - 1968 GOOD NGS CO0894 HISTORY - 1977 GOOD MSHD CO0894 HISTORY - 1978 GOOD NGS CO0894 HISTORY - 1987 GOOD NGS CO0894 HISTORY - 19921120 GOOD MSHD CO0894 HISTORY - 19930503 GOOD CO0894 HISTORY - 19980209 GOOD NGS CO0894 HISTORY - 20000601 GOOD NGS CO0894 HISTORY - 20021120 GOOD JCLS CO0894 CO0894 STATION DESCRIPTION CO0894 CO0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH) CO0894'THE STATION WAS VISITED 8-10-61 AND THE STATION SURFACE MARK CO0894'WAS FOUND DESTROYED, THE UNDERGROUND MARK WAS FOUND TILTED IN THE CO0894'MASS OF CONCRETE BUT SOLID IN THE CONCRETE MONUMENT, BUT DID NOT CO0894'CHECK THE MEASUREMENT TO REFERENCE MARKS NO. 3 OR THE HOLE LEFT CO0894'BY REFERENCE MARK NO. 2 WHEN IT WAS TORN OUT OF THE CONCRETE CO0894'MONUMENT. THE STATION SURFACE MARK AND UNDERGROUND WAS RESET CO0894'FROM THE MEASUREMENTS FROM THE REFERENCE MARK NO. 3 AND NO. 2. CO0894'REFERENCE MARK NO. 3 WAS FOUND IN GOOD CONDITION, REFERENCE CO0894'MARK NO. 2 WAS FOUND WITH THE DISK REMOVED BUT THE HOLE IN THE CO0894'CONCRETE MONUMENT VISIBLE. REFERENCE MARK NO. 4 WAS CO0894'FOUND DESTROYED . REFERENCE MARK NO. 5 WAS ESTABLISHED CO0894'AT THIS DATE. THE AREA SURROUNDING THE STATION WHICH ONCE WAS CO0894'A SAW MILL SITE, HAS BEEN GRADED AND A LARGE EGG PLANT OWNED BY CO0894'GARTH POULTRY AND EGG SERVICE WAS BUILT SOUTHWEST OF THE CO0894'STATION. A NEW DESCRIPTION FOLLOWS- CO0894' CO0894'THE STATION IS LOCATED ABOUT 0.75 MILE EAST OF MAIN STREET IN CO0894'PELAHATCHIE ON THE SUMMIT OF THE FIRST HILL EAST OF TOWN, IN THE CO0894'SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 80 AND A ROAD CO0894'LEADING SOUTH TO THE GARTH POULTRY AND EGG SERVICE PLANT, AND CO0894'ACROSS THE HIGHWAY FROM THE SHIVERS GROCERY AND GAS PUMPS. IT IS CO0894'96 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 131 FEET CO0894'SOUTHEAST OF A FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE CO0894'PEOPLES CAFE, 125 FEET SOUTH OF THE WEST GAS PUMP AT SHIVERS CO0894'GROCERY STORE, 75.5 FEET NORTH OF THE NORTH CONCRETE FOOTING OF THE CO0894'ABANDONED SAW MILL WATER TANK (TANK TORN DOWN), 4 FEET CO0894'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE SHIVERS CO0894'STORE, 153 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EGG CO0894'PLANT, 73 FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF CO0894'THE EGG PLANT, 56 FEET WEST OF THE CENTER LINE OF THE ROAD CO0894'LEADING SOUTH, AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. IT CO0894'IS A STANDARD DISK STAMPED HATCH 1945 1961, FLUSH WITH CO0894'THE GROUND. CO0894' CO0894'REFERENCE MARK NO. 3 IS 101.02 FEET NORTHEAST OF THE STATION, 51 CO0894'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 99 FEET CO0894'SOUTH-SOUTHEAST OF THE EAST GAS PUMP AT SHIVERS STORE, 161 FEET CO0894'EAST OF THE CENTER OF THE ROAD LEADING SOUTH, AND 1.8 FEET SOUTH CO0894'OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED HATCH CO0894'NO. 3 1945 PROJECTING 6 INCHES. CO0894' CO0894'REFERENCE MARK NO. 5 IS 75.45 FEET SOUTH-SOUTHWEST OF THE STATION, CO0894'123 FEET EAST OF THE NORTHEAST CORNER OF THE EGG PLANT, 2 FEET CO0894'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE EGG PLANT, CO0894'AND 56 FEET EAST OF THE CENTER OF THE ROAD LEADING SOUTH. IT IS A CO0894'STANDARD DISK, STAMPED HATCH NO 5 1945 1961, SET IN A DRILL CO0894'HOLE IN THE TOP OF THE CENTER OF THE NORTH CONCRETE FOOTING CO0894'OF THE OLD WATER TANK. CO0894' CO0894'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION AT THE CO0894'SOUTHWEST CORNER OF THE YARD OF A SMALL WHITE CHURCH, 63 FEET CO0894'WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 48 FEET CO0894'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 43 FEET NORTH OF CO0894'THE CENTER LINE OF U.S. HIGHWAY 80. 19 FEET WEST OF A GUYED POLE, CO0894'5 FEET NORTHEAST OF THE ANCHOR FOR THE GUY WIRE, AND OPPOSITE CO0894'POLE NO. 516. IT IS A STANDARD DISK, STAMPED HATCH 1945, CO0894'PROJECTING 1 INCH. CO0894' CO0894'TO REACH THE STATION FROM THE MAIN CROSS STREET IN PELAHATCHIE, CO0894'GO EAST ON U.S. HIGHWAY 80 FOR 0.4 MILE TO THE AZIMUTH MARK ON CO0894'THE LEFT IN THE NORTHWEST ANGLE OF THE JUNCTION WITH A DIRT ROAD CO0894'LEADING NORTH, CONTINUE EAST FOR 0.25 MILE TO THE STATION ON THE CO0894'RIGHT OF THE SUMMIT OF THE FIRST HILL EAST OF TOWN. CO0894 CO0894 STATION RECOVERY (1961) CO0894 CO0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GRS) CO0894'THE STATION MARK, STAMPED HATCH 1945 1961, IS ABOUT 0.6 MILE EAST CO0894'ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT PELAHATCHIE, ON THE CO0894'CREST OF A HILL, 96 FEET SOUTHEAST OF THE CENTERLINE OF THE CO0894'HIGHWAY, 55 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 125 FEET CO0894'SOUTH AND ACROSS THE HIGHWAY FROM THE MORE SOUTHWESTERLY GAS CO0894'PUMP AT SHRIVERS GROCERY STORE AND SERVICE STATION, 48 YARDS CO0894'NORTHEAST OF THE NORTHEAST CORNER OF THE GARTH POULTRY AND EGG CO0894'SERVICE PLANT, 131 FEET SOUTHEAST AND ACROSS THE HIGHWAY CO0894'FROM A FIRE HYDRANT, 101.02 FEET SOUTHWEST OF RM 3, 75.46 FEET CO0894'NORTH OF RM 5, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT CO0894'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH CO0894'IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND. CO0894' CO0894'RM 3, STAMPED HATCH NO 3 1945, IS 101.02 FEET NORTHEAST OF THE CO0894'STATION MARK, ON THE CREST OF A HILL, 51 FEET SOUTHEAST OF THE CO0894'CENTERLINE OF THE HIGHWAY, 128 FEET NORTHEAST OF THE CENTERLINE OF CO0894'OF A DIRT ROAD 115 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE EAST CO0894'CORNER OF SHRIVERS GROCERY STORE AND SERVICE STATION, 1.0 FOOT CO0894'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL CO0894'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS CO0894'5 INCHES. CO0894' CO0894'RM 5, STAMPED HATCH NO 5 1945, IS 75.45 FEET SOUTHEAST OF THE CO0894'STATION MARK, ON THE CREST OF A HILL, 171 FEET SOUTHEAST OF THE CO0894'CENTERLINE OF THE HIGHWAY, 59 FEET NORTHEAST OF THE CENTERLINE OF A CO0894'DIRT ROAD, SET IN THE CENTER OF THE TOP OF THE MOST NORTHEASTERLY CO0894'CONCRETE FOOTING OF AN ABANDONED WATER TANK, 18 INCHES ABOVE THE CO0894'LEVEL OF THE GROUND, 123-1/2 FEET NORTHEAST AND ACROSS THE ROAD CO0894'FROM THE NORTHEAST CORNER OF THE GARTH POULTRY AND EGG SERVICE CO0894'PLANT, AND ABOUT LEVEL WITH THE HIGHWAY. CO0894' CO0894'THE AZIMUTH MARK, STAMPED HATCH 1945, IS 0.3 MILE WEST ALONG CO0894'U.S. HIGHWAY 80 FROM THE STATION MARK, 77 YARDS EAST AND ACROSS THE CO0894'HIGHWAY FROM A CEMETERY, 44-1/2 FEET NORTH OF THE CENTERLINE OF THE CO0894'HIGHWAY, 61 FEET WEST OF THE CENTERLINE OF JACKSON AVENUE, 107-1/2 CO0894'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOUNT CARMON CO0894'BAPTIST CHURCH, 19 FEET WEST OF A POLE WHICH IS USED AS A BRACE CO0894'POLE FOR POWER POLE NUMBER 2500, ABOUT 3 FEET ABOVE THE LEVEL OF THE CO0894'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT CO0894'LEVEL WITH THE SURFACE OF THE GROUND. CO0894' CO0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE EAST. CO0894 CO0894 STATION RECOVERY (1968) CO0894 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CO0894'0.6 MI E FROM PELAHATCHIE. CO0894'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL AT CO0894'PELAHATCHIE, ON THE CREST OF A HILL, 96 FEET SOUTHEAST OF THE CO0894'CENTERLINE OF THE HIGHWAY, 55 FEET EAST OF THE CENTERLINE OF A DIRT CO0894'ROAD, 125 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE MORE CO0894'SOUTHWESTERLY GAS PUMP AT SHIVERS GROCERY STORE AND SERVICE STATION, CO0894'48 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE GARTH POULTRY AND CO0894'EGG SERVICE PLANT, 131 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A CO0894'FIRE HYDRANT, 101.02 FEET SOUTHWEST OF HATCH RM 3, 75.46 FEET NORTH OF CO0894'HATCH RM 5, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL CO0894'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT CO0894'LEVEL WITH THE SURFACE OF THE GROUND. SEC 33, T 6N, R 5E. CO0894 CO0894 STATION RECOVERY (1977) CO0894 CO0894'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (TDF) CO0894'THE STATION WAS VISITED 3-18-77 AND THE STATION MARK, RM NO 3, CO0894'RM NO 5 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE CO0894'AZIMUTH MARK IS STILL VISIBLE FROM THE STATION. CO0894' CO0894'THE STATION IS LOCATED 0.65 MILE EAST OF PELAHATCHIE ON THE SUMMIT CO0894'OF THE FIRST HILL EAST OF TOWN IN THE SOUTHEAST ANGLE OF THE CO0894'JUNCTION OF A GRAVELED ROAD LEADING SOUTH AND U.S. HIGHWAY 80 ON THE CO0894'OPPOSITE SIDE OF THE HIGHWAY FROM THE SHIVERS GROCERY AND MARKET IN CO0894'THE NORTHEAST 1/4 OF SECTION 33, T 6N, R 5E. IT IS 153 FEET CO0894'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK CO0894'BUILDING, 140 FEET SOUTHEAST OF POWER POLE NO. 526, 73 FEET NORTH CO0894'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE SAME BUILDING, CO0894'131 FEET SOUTHEAST OF A FIRE HYDRANT, 74 FEET NORTH OF THE NORTHEAST CO0894'CONCRETE FOOTING FOR A DISMANTLED WATER TANK, 17 FEET WEST OF CO0894'THE PROJECTED PLANE OF THE WEST WALL FOR SHIVERS GROCERY, 46 CO0894'FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 96 FEET CO0894'SOUTH OF THE CENTER OF HIGHWAY 80, 1 FOOT EAST OF A METAL WITNESS CO0894'POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. IT CO0894'IS A TRIANGULATION DISK, STAMPED HATCH 1945 1961. CO0894' CO0894'REFERENCE MARK NO 3 IS 101.02 FEET NORTHEAST OF THE STATION. IT IS CO0894'134 FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 115.5 CO0894'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF SHIVERS GROCERY, CO0894'144.5 FEET SOUTHWEST OF A POWER POLE WITH A STREET LAMP, 52 FEET CO0894'SOUTH OF THE CENTER OF HIGHWAY 80, 1 FOOT NORTH OF A METAL WITNESS CO0894'POST ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS CO0894'6 INCHES. IT IS A REFERENCE MARK DISK, STAMPED HATCH NO 3 CO0894'1945. CO0894' CO0894'REFERENCE MARK NO 5 IS 75.45 FEET SOUTH-SOUTHEAST OF THE CO0894'STATION. IT IS 171 FEET SOUTH OF THE CENTER OF HIGHWAY 80, 123 FEET CO0894'EAST OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK BUILDING, 53 CO0894'FEET EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 2 FEET CO0894'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE CONCRETE CO0894'BLOCK BUILDING SET IN A DRILL HOLE IN THE TOP CENTER OF THE CO0894'NORTHEAST CONCRETE FOOTING OF A DISMANTLED WATER TANK. IT IS CO0894'A REFERENCE MARK DISK, STAMPED HATCH NO 5 1945 1961. CO0894' CO0894'THE AZIMUTH MARK IS 0.25 MILE WEST-SOUTHWEST OF THE STATION NEAR CO0894'THE SOUTHEAST CORNER OF THE LAWN OF A CONCRETE BLOCK CHURCH. IT IS CO0894'114.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WING CO0894'AT THE EAST ENTRANCE TO THE MT. CARMEL M. B. CHURCH, 42 FEET NORTH CO0894'OF THE CENTER OF HIGHWAY 80, 61 FEET WEST OF THE CENTER OF CO0894'JACKSON AVENUE, 19 FEET WEST OF A POLE SUPPORTING A GUY WIRE, 6 CO0894'FEET EAST OF A GUY WIRE, 6 FEET EAST OF A GUY WIRE ANCHOR ABOUT 3-1/2 CO0894'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. CO0894'IT IS AN AZIMUTH MARK DISK, STAMPED HATCH 1945. CO0894' CO0894'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PELAHATCHIE GO EAST CO0894'ON U.S. HIGHWAY 80 FOR 0.3 MILE TO A CONCRETE BLOCK CHURCH AND THE CO0894'AZIMUTH MARK ON THE LEFT. CONTINUE EAST ON U.S. HIGHWAY 80 FOR CO0894'0.25 MILE TO A SIDE ROAD AND THE STATION ON THE RIGHT. CO0894' CO0894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.65 MILE EAST OF CO0894'PELAHATCHIE. CO0894 CO0894 STATION RECOVERY (1978) CO0894 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) CO0894'STATION MARK, REFERENCE MARK NO.5 AND THE AZIMUTH MARK WERE RECOVERED CO0894'IN GOOD CONDITION. REFERENCE MARK NO.3 WAS FOUND LOOSE IN THE GROUND CO0894'AND LEANING. CO0894' CO0894'THE STATION MARK AND REFERENCE MARK NO.3 WERE IN DANGER OF BEING CO0894'DESTROYED BY CONSTRUCTION OF A CAR-WASH. A NEW STATION HATCH 2 1978 CO0894'WAS ESTABLISHED AT THIS DATE. THE OLD STATION WAS NOT DESTROYED BY CO0894'THIS PARTY IN HOPE THAT IT MAY SURVIVE CONSTRUCTION. REFERENCE MARK CO0894'NO.3 WAS DESTROYED AND THE DISK RECLAIMED. CO0894' CO0894'THE 1977 DESCRIPTION BY (MSHD) IS ADEQUATE AND COMPLETE FOR RECOVERY CO0894'OF THIS STATION. CO0894 CO0894 STATION RECOVERY (1987) CO0894 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL) CO0894'THE STATION WAS RECOVERED AT THIS DATE. CO0894'AS DESCRIBED IN 1977. CO0894' CO0894'TO REACH THE STATION FROM EXIT 24 ON INTERSTATE 20, GO CO0894'NORTH FOR 1.8 KM (1.1 MI) ON STATE HIGHWAY 43 TO THE JUNCTION OF CO0894'U.S. HIGHWAY 80. CO0894'TURN RIGHT AND GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 80 TO A CO0894'GRAVEL SIDE ROAD ON THE RIGHT AND STATION ON THE RIGHT, IN THE CO0894'SOUTHEAST ANGLE OF INTERSECTION. CO0894' CO0894'PERMISSION OK, STATION ON PROPERTY OF MISSISSIPPI FEDERATED CO-OP. CO0894' CO0894'DESCRIBED BY D.D. REXRODE, TYPED BY R.L. ZURFLUH. CO0894 CO0894 STATION RECOVERY (1992) CO0894 CO0894'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 CO0894'STATION IS LOCATED O.65 MI EAST OF THE CENTER OF PELAHATCHIE, ON THE CO0894'SUMMIT OF FIRST HILL EAST OF TOWN, IN THE NORTHEAST QUARTER OF CO0894'SECTION 33, T 6N, R 5E, ON PROPERTY OF MISSISSIPPI FEDERATED CO-OP. CO0894'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY CO0894'43 (I-20 EXIT 68), 1.5 MI (2.4 KM) SOUTHWEST OF PELAHATCHIE, GO NORTH CO0894'ON STATE HIGHWAY 43 FOR 1.1 MI (1.8 KM) TO JUNCTION OF U.S. HIGHWAY CO0894'80, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 80 FOR 1.0 MI (1.6 KM) TO CO0894'A GRAVEL SIDE ROAD ON THE RIGHT AND STATION IN SOUTHEAST ANGLE OF CO0894'INTERSECTION. CO0894'STATION IS A STANDARD DISK, STAMPED---HATCH 1945 1961---SET IN TOP OF CO0894'A ROUND CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND. IT CO0894'IS 140.0 FT (42.7 M) SOUTHEAST OF POWER POLE, 131.0 FT (39.9 M) SOUTH CO0894'OF FIRE HYDRANT, 74.0 FT (22.6 M) NORTH OF THE NORTHEAST CONCRETE CO0894'FOOTING OF A DISMANTLED WATER TANK, 96.0 FT (29.3 M) SOUTH OF THE CO0894'CENTER OF HIGHWAY 80, 46.0 FT (14.0 M) EAST OF THE CENTER OF GRAVEL CO0894'ROAD LEADING SOUTH, AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST CO0894'AND SIGN. CO0894 CO0894 STATION RECOVERY (1993) CO0894 CO0894'RECOVERED 1993 CO0894'RECOVERED IN GOOD CONDITION. CO0894 CO0894 STATION RECOVERY (1998) CO0894 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) CO0894'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) EAST OF THE CENTER OF CO0894'PELAHATCHIE, ON THE SUMMIT OF THE FIRST HILL EAST OF TOWN, IN THE CO0894'SOUTHEAST QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 80 AND BROWN ST. CO0894'OWNERSHIP--MISSISSIPPI FEDERATED CO-OP. TO REACH THE STATION FROM THE CO0894'JUNCTION OF INTERSTATE HIGHWAY 20 AND STATE HIGHWAY 43 (EXIT 68), CO0894'ABOUT 2.4 KM (1.50 MI) SOUTHWEST OF PELAHATCHIE, GO NORTH FOR 1.8 KM CO0894'(1.10 MI) ON HIGHWAY 43 TO THE JUNCTION OF U.S. HIGHWAY 80. TURN CO0894'RIGHT, EAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 80 TO A GRAVEL ROAD ON THE CO0894'RIGHT AND THE STATION IN THE SOUTHEAST QUADRANT. STATION IS 42.7 M CO0894'(140.1 FT) SOUTHEAST OF A UTILITY POLE, 39.9 M (130.9 FT) SOUTHEAST OF CO0894'AND ACROSS HIGHWAY 80 FROM A FIRE HYDRANT, 29.3 M (96.1 FT) SOUTH OF CO0894'THE CENTER OF HIGHWAY 80, 22.6 M (74.1 FT) NORTH OF THE NORTHEAST CO0894'CONCRETE FOOTING OF A DISMANTLED WATER TANK, 14.0 M (45.9 FT) EAST OF CO0894'THE CENTER OF BROWN STREET, 0.3 M (1.0 FT) EAST OF A METAL WITNESS CO0894'POST AND SIGN, ABOUT LEVEL WITH THE GRAVEL STREET AND FLUSH WITH CO0894'GROUND. CO0894 CO0894 STATION RECOVERY (2000) CO0894 CO0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 CO0894'RECOVERED AS DESCRIBED. CO0894 CO0894 STATION RECOVERY (2002) CO0894 CO0894'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 CO0894'RECOVERED IN GOOD CONDITION.