1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV1552 *********************************************************************** BV1552 DESIGNATION - CLARA BV1552 PID - BV1552 BV1552 STATE/COUNTY- MS/WAYNE BV1552 USGS QUAD - CLARA (1982) BV1552 BV1552 *CURRENT SURVEY CONTROL BV1552 ___________________________________________________________________ BV1552* NAD 83(1993)- 31 33 53.90110(N) 088 43 20.84328(W) ADJUSTED BV1552* NAVD 88 - 92. (meters) 302. (feet) SCALED BV1552 ___________________________________________________________________ BV1552 LAPLACE CORR- -1.73 (seconds) DEFLEC99 BV1552 GEOID HEIGHT- -26.78 (meters) GEOID03 BV1552 BV1552 HORZ ORDER - THIRD BV1552 BV1552.The horizontal coordinates were established by classical geodetic methods BV1552.and adjusted by the National Geodetic Survey in May 1994. BV1552 BV1552.The orthometric height was scaled from a topographic map. BV1552 BV1552.The Laplace correction was computed from DEFLEC99 derived deflections. BV1552 BV1552.The geoid height was determined by GEOID03. BV1552 BV1552; North East Units Scale Factor Converg. BV1552;SPC MS E - 228,919.886 310,525.746 MT 0.99995137 +0 03 28.9 BV1552;UTM 16 - 3,493,504.309 336,530.095 MT 0.99992959 -0 54 06.6 BV1552 BV1552! - Elev Factor x Scale Factor = Combined Factor BV1552!SPC MS E - 0.99998976 x 0.99995137 = 0.99994113 BV1552!UTM 16 - 0.99998976 x 0.99992959 = 0.99991935 BV1552 BV1552: Primary Azimuth Mark Grid Az BV1552:SPC MS E - CLARA AZ MK 032 06 52.5 BV1552:UTM 16 - CLARA AZ MK 033 04 28.0 BV1552 BV1552|---------------------------------------------------------------------| BV1552| PID Reference Object Distance Geod. Az | BV1552| dddmmss.s | BV1552| BV2038 CLARA AZ MK 0321021.4 | BV1552| AI3721 CLARA RM 1 27.105 METERS 03409 | BV1552| BV2036 CLARA RM 2 26.986 METERS 13302 | BV1552|---------------------------------------------------------------------| BV1552 BV1552 SUPERSEDED SURVEY CONTROL BV1552 BV1552 NAD 83(1993)- 31 33 53.90961(N) 088 43 20.84641(W) AD( ) 3 BV1552 NAD 83(1986)- 31 33 53.91558(N) 088 43 20.84467(W) AD( ) 3 BV1552 NAD 27 - 31 33 53.31932(N) 088 43 20.70159(W) AD( ) 3 BV1552 BV1552.Superseded values are not recommended for survey control. BV1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV1552.See file dsdata.txt to determine how the superseded data were derived. BV1552 BV1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV3653093504(NAD 83) BV1552_MARKER: DS = TRIANGULATION STATION DISK BV1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BV1552_SP_SET: CONCRETE POST BV1552_STAMPING: CLARA 1956 BV1552_MARK LOGO: CGS BV1552_MAGNETIC: N = NO MAGNETIC MATERIAL BV1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV1552+STABILITY: SURFACE MOTION BV1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BV1552+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2005 BV1552 BV1552 HISTORY - Date Condition Report By BV1552 HISTORY - 1956 MONUMENTED CGS BV1552 HISTORY - 1956 GOOD CGS BV1552 HISTORY - 1964 GOOD MSHD BV1552 HISTORY - 19850508 GOOD NGS BV1552 HISTORY - 19910710 GOOD MSHD BV1552 HISTORY - 20000301 GOOD MSHD BV1552 HISTORY - 20050226 GOOD MSSU BV1552 BV1552 STATION DESCRIPTION BV1552 BV1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM) BV1552'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF WAYNESBORO BV1552'AND 2 MILES SOUTHWEST OF THE SMALL COMMUNITY OF CLARA, ON THE BV1552'HIGHEST POINT OF A PARTLY WOODED HILL. IT IS ON LAND OWNED BY MR. BV1552'J.E.CAIN. IT IS ABOUT 103 FEET SOUTHWEST OF THE CENTER OF A GRADED BV1552'DIRT ROAD, 27 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 4 FEET BV1552'SOUTHWEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE BV1552'DISK IS STAMPED CLARA 1956. BV1552' BV1552'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 84 AND BV1552'STATE HIGHWAY 63 JUST SOUTHWEST OF THE WAYNE COUNTY COURTHOUSE IN BV1552'WAYNESBORO, GO SOUTH ON STATE HIGHWAY 63 FOR 8.15 MILES TO THE BV1552'POST OFFICE ON THE LEFT IN THE SMALL COMMUNITY OF CLARA. CONTINUE BV1552'SOUTH AND SOUTHWEST ON HIGHWAY FOR 0.3 MILE TO DIAGONAL BV1552'CROSSROAD. TURN LEFT AND FOLLOW GRADED DIRT ROAD SOUTHWEST FOR BV1552'1.25 MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD AS BV1552'DESCRIBED. CONTINUE SOUTHWEST ON GRADED ROAD FOR 0.25 MILE TO A BV1552'FORK. TURN LEFT AND GO SOUTH FOR 0.1 MILE TO A SIDE ROAD BV1552'RIGHT. TURN SHARP RIGHT AND FOLLOW TRACK WEST FOR 0.05 MILE TO BV1552'HIGHEST POINT AND STATION ON THE RIGHT SIDE OF ROAD AS DESCRIBED. BV1552' BV1552'REFERENCE MARK 1 IS 76 FEET SOUTHWEST OF THE CENTER OF GRADED DIRT BV1552'ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK. THE BV1552'MARK IS FLUSH AND THE DISK IS STAMPED CLARA NO 1 1956. BV1552' BV1552'REFERENCE MARK 2 IS 49 FEET NORTH OF THE CENTER OF TRACK ROAD AND ON BV1552'ABOUT THE SAME ELEVATION AS THE STATION MARK. THE MARK IS FLUSH BV1552'AND THE DISK IS STAMPED CLARA NO 2 1956. BV1552' BV1552'THE AZIMUTH MARK IS 47 FEET EAST OF THE CENTER OF GRADED ROAD, 13 BV1552'FEET EAST OF THE RIGHT-OF-WAY LINE AND 1 FOOT SOUTH OF A WHITE BV1552'WITNESS POST. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS BV1552'STAMPED CLARA 1956. BV1552 BV1552 STATION RECOVERY (1956) BV1552 BV1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 BV1552'RECOVERED IN GOOD CONDITION. BV1552 BV1552 STATION RECOVERY (1964) BV1552 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964 (AMC) BV1552'THE STAION WAS VISITED 6-11-64 AND ALL MARKS WERE FOUND IN GOOD BV1552'CONDITION. BV1552' BV1552'METAL WITNESS POSTS WERE SET 1 FOOT SOUTH OF THE STATION AND 1 FOOT BV1552'SOUTHWEST OF THE AZIMUTH MARK. BV1552' BV1552'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF 10-INCH BV1552'SQUARE, CONCRETE POSTS. BV1552' BV1552'THE 1956 DESCRIPTION IS ADEQUATE. BV1552 BV1552 STATION RECOVERY (1985) BV1552 BV1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) BV1552'THE STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE BV1552'RECOVERED IN GOOD CONDITION. REFERENCE MARK NO 1 WAS DESTROYED BY BV1552'ROAD CONSTRUCTION. A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS BV1552'DATE. A NEW DESCRIPTION FOLLOWS. BV1552'TO REACH FROM THE POST OFFICE AT CLARA, GO SOUTH ON STATE HIGHWAY 63 BV1552'FOR 1.7 MI (2.7 KM) TO A BRICK HOUSE AND AZIMUTH MARK ON THE LEFT, BV1552'CONTINUE SOUTHWEST ON HIGHWAY 63 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD BV1552'ON THE LEFT, TURN LEFT ON PAVED ROAD FOR 0.05 MI (0.08 KM) TO STATION BV1552'ON THE RIGHT ATOP A CUTBANK. BV1552' BV1552'STATION MARK IS A STANDARD DISK STAMPED--CLARA 1956--, SET IN TOP OF A BV1552'SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 29.26 M (96.00 FT) BV1552'SOUTHWEST OF THE CENTER OF PAVED ROAD, 21.64 M (71.00 FT) NORTHEAST OF BV1552'A 24 INCH PIN OAK TREE, 20.57 M (67.49 FT) WEST OF A CONCRETE BV1552'RIGHT-OF-WAY MARKER, 12.80 M (41.99 FT) SOUTHWEST OF THE EDGE OF A 10 BV1552'FT (3.0 M) CUTBANK, 10.36 M (33.99 FT) NORTHEAST OF THE CENTER OF DIM BV1552'WOODS ROAD AND 0.46 M (1.51 FT) EAST OF A CARSONITE WITNESS POST. BV1552'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--CLARA NO 2 1956--, SET BV1552'IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 35.05 BV1552'M (114.99 FT) EAST OF A 24-INCH DOUBLE TRUNKED PIN OAK TREE, 21.64 M BV1552'(71.00 FT) SOUTHWEST OF THE CENTER OF PAVED ROAD, 18.59 M (60.99 FT) BV1552'SOUTH OF CONCRETE RIGHT-OF-WAY MARKER AND 0.30 M (0.98 FT) NORTHEAST BV1552'OF A CARSONITE WITNESS POST. REFERENCE MARK NO 3 IS A STANDARD NGS BV1552'DISK STAMPED--CLARA 1956 NO 3 1985--, SET IN TOP OF A ROUND CONCRETE BV1552'POST, FLUSH WITH THE GROUND. IT IS 9.45 M (31.00 FT) NORTH NORTHWEST BV1552'OF A 24-INCH DOUBLE TRUNKED PIN OAK TREE, 7.92 M (25.98 FT) NORTHEAST BV1552'OF A 30-INCH PINE STUMP PROJECTING 4 FT (1.2 M) , 7.62 M (25.00 FT) BV1552'SOUTHWEST OF THE CENTER OF DIM WOODS ROAD, 1.07 M (3.51 FT) SOUTH BV1552'SOUTHEAST OF AN 8-INCH PINE TREE AND 0.30 M (0.98 FT) NORTHEAST OF A BV1552'CARSONITE WITNESS POST. AZIMUTH MARK IS A STANDARD DISK BV1552'STAMPED--CLARA 1956--, SET IN TOP OF A SQUARE CONCRETE POST, FLUSH BV1552'WITH THE GROUND. IT IS 34.75 M (114.01 FT) NORTH OF THE NORTHWEST BV1552'CORNER OF BRICK HOUSE, 21.03 M (69.00 FT) SOUTH SOUTHWEST OF A POWER BV1552'SERVICE POLE, 14.02 M (46.00 FT) EAST SOUTHEAST OF THE CENTER OF BV1552'HIGHWAY 63, 8.53 M (27.99 FT) NORTHEAST OF CENTER OF GRAVEL DRIVEWAY, BV1552'1.43 M (4.69 FT) WEST NORTHWEST OF THE CENTER OF WATER METER COVER, BV1552'0.61 M (2.00 FT) WEST OF A CARSONITE WITNESS POST AND 0.30 M (0.98 FT) BV1552'EAST OF A METAL WITNESS POST. BV1552 BV1552 STATION RECOVERY (1991) BV1552 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV1552'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF WAYNESBORO, BV1552'ON THE HIGHEST POINT IN THE AREA, 2.0 MI (3.2 KM) SOUTHWEST OF THE BV1552'VILLAGE OF CLARA AND IS IN THE NORTHWEST CORNER OF SECTION 30, T 7N, BV1552'R 7W. BV1552'TO REACH FROM THE JUNCTION OF CLARA SCHOOL ROAD AND STATE HIGHWAY 63, BV1552'JUST NORTH OF THE POST OFFICE IN CLARA, GO SOUTHWEST ON STATE HIGHWAY BV1552'63 FOR 2.1 MI (3.4 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON BV1552'A PAVED ROAD FOR 0.05 MI (0.08 KM) TO THE MARK ON THE RIGHT. BV1552'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST, BV1552'FLUSH WITH THE GROUND, 93.7 FT (28.6 M) SOUTHWEST OF THE CENTER OF A BV1552'PAVED ROAD, 67.5 FT (20.6 M) WEST OF A R.O.W. MARKER, 42.0 FT BV1552'(12.8 M) SOUTHWEST OF THE EDGE OF A 10 FOOT BANK, 34.0 FT (10.4 M) BV1552'NORTHEAST OF THE CENTER OF A DIM WOODS ROAD AND 1.5 FT (0.5 M) EAST OF BV1552'A CARSONITE WITNESS POST. BV1552 BV1552 STATION RECOVERY (2000) BV1552 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 BV1552'RECOVERED AS DESCRIBED. SIDE ROAD LEFT IS HUDSON TOWN RD. BV1552 BV1552 STATION RECOVERY (2005) BV1552 BV1552'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (BTA) BV1552'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 BV0372 *********************************************************************** BV0372 DESIGNATION - W 14 BV0372 PID - BV0372 BV0372 STATE/COUNTY- MS/WAYNE BV0372 USGS QUAD - WAYNESBORO (1982) BV0372 BV0372 *CURRENT SURVEY CONTROL BV0372 ___________________________________________________________________ BV0372* NAD 83(1986)- 31 40 29. (N) 088 38 43. (W) SCALED BV0372* NAVD 88 - 59.327 (meters) 194.64 (feet) ADJUSTED BV0372 ___________________________________________________________________ BV0372 GEOID HEIGHT- -26.83 (meters) GEOID03 BV0372 DYNAMIC HT - 59.257 (meters) 194.41 (feet) COMP BV0372 MODELED GRAV- 979,456.5 (mgal) NAVD 88 BV0372 OBS GRAVITY - 979,458.0 (mgal) GRAV_OBS BV0372 BV0372 VERT ORDER - FIRST CLASS II BV0372 BV0372.The horizontal coordinates were scaled from a topographic map and have BV0372.an estimated accuracy of +/- 6 seconds. BV0372 BV0372.The orthometric height was determined by differential leveling BV0372.and adjusted by the National Geodetic Survey in June 1991. BV0372.WARNING-Repeat measurements at this control monument indicate possible BV0372.vertical movement. BV0372 BV0372.The geoid height was determined by GEOID03. BV0372 BV0372.The dynamic height is computed by dividing the NAVD 88 BV0372.geopotential number by the normal gravity value computed on the BV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 BV0372.degrees latitude (g = 980.6199 gals.). BV0372 BV0372.The modeled gravity was interpolated from observed gravity values. BV0372.The observed gravity was obtained from relative gravimeter ties BV0372.to the IGSN71 gravity network. BV0372 BV0372; North East Units Estimated Accuracy BV0372;SPC MS E - 241,100. 317,830. MT (+/- 180 meters Scaled) BV0372 BV0372 SUPERSEDED SURVEY CONTROL BV0372 BV0372 NGVD 29 (??/??/??) 59.301 (m) 194.56 (f) ADJUSTED 1 2 BV0372 BV0372.Superseded values are not recommended for survey control. BV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BV0372.See file dsdata.txt to determine how the superseded data were derived. BV0372 BV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA440055(NAD 83) BV0372_MARKER: DB = BENCH MARK DISK BV0372_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES BV0372_SP_SET: BRICK WALL BV0372_STAMPING: W 14 1934 BV0372_MARK LOGO: CGS BV0372_MAGNETIC: N = NO MAGNETIC MATERIAL BV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BV0372+STABILITY: SURFACE MOTION BV0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BV0372+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 BV0372 BV0372 HISTORY - Date Condition Report By BV0372 HISTORY - 1934 MONUMENTED CGS BV0372 HISTORY - 1943 GOOD NGS BV0372 HISTORY - 1964 GOOD NGS BV0372 HISTORY - 1980 GOOD NGS BV0372 HISTORY - 19910730 GOOD MSHD BV0372 HISTORY - 20050317 GOOD MSSU BV0372 BV0372 STATION DESCRIPTION BV0372 BV0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 BV0372'IN WAYNESBORO. BV0372'AT WAYNESBORO, SET IN THE SOUTHWEST FACE AT THE SOUTH CORNER OF THE BV0372'FIRST STATE BANK, 13.4 FEET NORTHEAST OF THE NORTHEAST CURB OF THE BV0372'FIRST STREET NORTHEAST OF THE RAILROAD, 11.5 FEET SOUTHEAST OF THE BV0372'SOUTHEAST EDGE OF THE ENTRANCE TO BANK, 4.3 FEET ABOVE SIDEWALK, 1.6 BV0372'FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING. BRONZE BENCH MARK BV0372'DISK SET VERTICALLY. BV0372 BV0372 STATION RECOVERY (1964) BV0372 BV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 BV0372'RECOVERED IN GOOD CONDITION. BV0372 BV0372 STATION RECOVERY (1980) BV0372 BV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 BV0372'NOTE-THIS BUILDING IS NO LONGER A BANK, IT IS NOW USED BY THE BOARD BV0372'OF EDUCATION FOR SPECIAL CLASSES, LOCATED AT 722 STATION STREET. BV0372 BV0372 STATION RECOVERY (1991) BV0372 BV0372'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 BV0372'THE MARK IS LOCATED 1/2 BLOCK SOUTHEAST OF THE JUNCTION OF U.S. BV0372'HIGHWAY 84 AND STATION STREET IN WAYNESBORO, IN THE WALL OF AN OFFICE BV0372'BUILDING. BV0372'TO REACH FROM THE POST OFFICE IN WAYNESBORO, GO SOUTHWEST ON U.S. BV0372'HIGHWAY 84 FOR 1/2 BLOCK TO THE JUNCTION OF STATION STREET, TURN LEFT BV0372'AND GO SOUTHEAST ON STATION STREET FOR 1/2 BLOCK TO THE MARK ON THE BV0372'LEFT. BV0372'MARK IS A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE FACE OF BV0372'THE SOUTHWEST WALL, 1.3 FT (0.4 M) NORTHWEST OF THE SOUTH CORNER OF A BV0372'WHITE BRICK BUILDING, 4.2 FT (1.3 M) ABOVE THE WALK, 228.0 FT BV0372'(69.5 M) SOUTHEAST OF THE CENTER OF HIGHWAY 84, 36.5 FT (11.1 M) BV0372'NORTHEAST OF THE CENTER OF STATION STREET, 13.5 FT (4.1 M) NORTHEAST BV0372'OF THE EDGE OF THE CURB AND 11.5 FT (3.5 M) SOUTHEAST OF THE BV0372'SOUTHEAST ENTRANCE TO THE BUILDING. BV0372 BV0372 STATION RECOVERY (2005) BV0372 BV0372'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (JAS) BV0372'RECOVERED IN GOOD CONDITION.