1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1059 *********************************************************************** CO1059 DESIGNATION - CHUNKY 2 CO1059 PID - CO1059 CO1059 STATE/COUNTY- MS/NEWTON CO1059 USGS QUAD - CHUNKY (1983) CO1059 CO1059 *CURRENT SURVEY CONTROL CO1059 ___________________________________________________________________ CO1059* NAD 83(1986)- 32 19 46. (N) 088 57 26. (W) SCALED CO1059* NAVD 88 - 111.12 (meters) 364.6 (feet) RESET CO1059 ___________________________________________________________________ CO1059 GEOID HEIGHT- -27.48 (meters) GEOID99 CO1059 CO1059 VERT ORDER - THIRD CO1059 CO1059.The horizontal coordinates were scaled from a topographic map and have CO1059.an estimated accuracy of +/- 6 seconds. CO1059 CO1059.The orthometric height was computed from unverified reset data. CO1059.No vertical observational check was made to the station. CO1059 CO1059.The geoid height was determined by GEOID99. CO1059 CO1059; North East Units Estimated Accuracy CO1059;SPC MS E - 313,690. 288,340. MT (+/- 180 meters Scaled) CO1059 CO1059 SUPERSEDED SURVEY CONTROL CO1059 CO1059 NGVD 29 - 111.11 (m) 364.5 (f) RESET 3 CO1059 CO1059.Superseded values are not recommended for survey control. CO1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1059.See file dsdata.txt to determine how the superseded data were derived. CO1059 CO1059_MARKER: DS = TRIANGULATION STATION DISK CO1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1059_STAMPING: CHUNKY 2 1981 CO1059_MARK LOGO: NGS CO1059_PROJECTION: FLUSH CO1059_MAGNETIC: N = NO MAGNETIC MATERIAL CO1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1059+STABILITY: SURFACE MOTION CO1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1059+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989 CO1059 CO1059 HISTORY - Date Condition Report By CO1059 HISTORY - 1981 MONUMENTED NGS CO1059 HISTORY - 19811001 GOOD MSSU CO1059 HISTORY - 19890725 GOOD MSHD CO1059 HISTORY - 19890725 GOOD NGS CO1059 CO1059 STATION DESCRIPTION CO1059 CO1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 CO1059'1.9 MI WEST FROM CHUNKY. CO1059'1.65 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN CHUNKY, CO1059'THENCE NORTH ALONG PAVED ROAD FOR 0.25 MILE TO MARK ON THE RIGHT, CO1059'79.5 FEET WEST-SOUTHWEST OF A 38-INCH PECAN TREE, 73.5 FEET SOUTHEAST CO1059'OF THE CENTER OF A METAL GATE, 53.0 FEET NORTHWEST OF POWERPOLE, CO1059'42.0 FEET NORTHEAST OF CENTER OF ROAD, AND 2.0 FEET NORTHEAST OF CO1059'A FENCELINE. CO1059'THE MARK IS 2.0 FT NNE FROM A WITNESS POST. CO1059'THE MARK IS 5.0 FT ABOVE ROAD. CO1059 CO1059 STATION RECOVERY (1981) CO1059 CO1059'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CO1059'RECOVERED IN GOOD CONDITION. CO1059 CO1059 STATION RECOVERY (1989) CO1059 CO1059'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 CO1059'MARK IS LOCATED 2.58 KM (1.60 MI) WEST OF CHUNKY NEAR THE NORTHEAST CO1059'R.O.W. OF A PAVED ROAD, 1.61 KM (1.00 MI) SOUTH OF I-20 IN SECTION 27, CO1059'T6N, R13E. TO REACH FROM THE BAPTIST CHURCH IN CHUNKY, GO WEST ON CO1059'U.S. HIGHWAY 80 FOR 2.42 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT CO1059'AND GO NORTH ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE CO1059'RIGHT. MARK IS A STANDARD N.G.S. DISK SET IN THE TOP OF A ROUND CO1059'CONCRETE POST FLUSH WITH THE GROUND. IT IS 24.23 M (79.5 FT) WEST CO1059'SOUTHWEST OF A 40 INCH PECAN, 22.4 M (73.5 FT) SOUTHEAST OF THE CENTER CO1059'OF A METAL GATE, 17.07 M (56.0 FT) SOUTH SOUTHEAST OF A 36 INCH OAK, CO1059'16.15 M (53.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 0.61 M CO1059'(2.0 FT) NORTHEAST OF A FENCE LINE AND 0.61 M (2.0 FT) NORTH NORTHEAST CO1059'OF A METAL WITNESS POST. CO1059 CO1059 STATION RECOVERY (1989) CO1059 CO1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN) CO1059'THE STATION IS LOCATED 1.5 MI (2.4 KM) WEST OF CHUNKY, 1 MI (1.6 KM) CO1059'SOUTH OF INTERSTATE HIGHWAY 20 AND 0.25 NORTH OF US HIGHWAY 80, IN CO1059'SECTION 27, T 6N, R 13E. TO REACH THE STATION FROM THE POST OFFICE IN CO1059'CHUNKY, GO WEST ON US HIGHWAY 80 FOR 1.65 MI (2.66 KM) TO A SIDEROAD CO1059'ON RIGHT, TURN RIGHT AND GO NORTHERLY ON PAVED ROAD FOR 0.25 MI (0.40 CO1059'KM) TO A METAL GATE AND STATION ON THE RIGHT. CO1059'STATION MARK IS A STANDARD DISK STAMPED--CHUNKY 2 1981--, SET IN THE CO1059'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 79.5 FT CO1059'(24.2 M) WEST SOUTHWEST OF A 38 INCH PECAN TREE, 73.5 FT (22.4 M) CO1059'SOUTHEAST OF THE CENTER OF A METAL GATE, 53 FT (16.2 M) NORTHWEST OF A CO1059'POWER POLE IN FIELD, 42 FT (12.8 M) NORTHEAST OF THE CENTER OF ROAD CO1059'AND 2 FT (0.6 M) NORTH NORTHEAST OF A METAL WITNESS POST AND SIGN IN CO1059'FENCELINE. REFERENCE MARK 1 IS A STANDARD DISK--STAMPED CHUNKY NO 1 CO1059'1955 ET--, IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE CO1059'GROUND. IT IS IN OLD FENCELINE, 35 FT (10.7 M) SOUTH OF A 38 INCH CO1059'PECAN TREE, 49 FT (14.9 M) NORTHEAST OF POWER POLE IN FIELD AND 1.5 FT CO1059'(0.5 M) SOUTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK 2 CO1059'IS A STANDARD DISK STAMPED--CHUNKY NO 2 1955--, SET IN THE TOP OF A CO1059'SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 43 FT (13.1 M) CO1059'NORTHEAST OF THE CENTER OF ROAD, 14.5 FT (4.4 M) SOUTH SOUTHEAST OF A CO1059'36 INCH OAK TREE, 17.5 FT (5.3 M) NORTH OF A 38 INCH OAK TREE AND 13.5 CO1059'FT (4.1 M) NORTHEAST OF THE CENTER OF A METAL GATE. REFERENCE MARK 3 CO1059'IS A STANDARD DISK--STAMPED CHUNKY 2 NO 3 1981--, SET IN THE TOP OF A CO1059'ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 47.5 FT (14.5 M) CO1059'SOUTH OF POWER POLE IN FIELD, 41 FT (12.5 M) NORTHEAST OF THE CENTER CO1059'OF ROAD, 1.7 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST AND SIGN AND CO1059'0.5 FT (15.2 CM) NORTHEAST OF FENCELINE. AZIMUTH MARK IS A STANDARD CO1059'DISK STAMPED--CHUNKY 2 1981--, SET IN THE TOP OF A ROUND CONCRETE CO1059'POST, FLUSH WITH THE GROUND. IT IS 155.0 FT (47.2 M) SOUTH AND ACROSS CO1059'ROAD FROM POWER POLE WITH TRANSFORMER, 45 FT (13.7 M) SOUTHWEST OF THE CO1059'CENTER OF ROAD, 2.3 FT (0.7 M) SOUTHWEST OF A METAL WITNESS POST AND CO1059'SIGN AND ABOUT 5 FT (1.5 M) ABOVE LEVEL OF ROAD. TO REACH AZIMUTH CO1059'MARK FROM THE STATION, GO NORTHWEST ON ROAD FOR 0.28 MI (0.45 KM) TO CO1059'MARK ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1060 *********************************************************************** CO1060 DESIGNATION - CHUNKY 2 RM 3 CO1060 PID - CO1060 CO1060 STATE/COUNTY- MS/NEWTON CO1060 USGS QUAD - CHUNKY (1983) CO1060 CO1060 *CURRENT SURVEY CONTROL CO1060 ___________________________________________________________________ CO1060* NAD 83(1986)- 32 19 46. (N) 088 57 26. (W) SCALED CO1060* NAVD 88 - 109.77 (meters) 360.1 (feet) RESET CO1060 ___________________________________________________________________ CO1060 GEOID HEIGHT- -27.48 (meters) GEOID99 CO1060 CO1060 VERT ORDER - THIRD CO1060 CO1060.The horizontal coordinates were scaled from a topographic map and have CO1060.an estimated accuracy of +/- 6 seconds. CO1060 CO1060.The orthometric height was computed from unverified reset data. CO1060.No vertical observational check was made to the station. CO1060 CO1060.The geoid height was determined by GEOID99. CO1060 CO1060; North East Units Estimated Accuracy CO1060;SPC MS E - 313,690. 288,340. MT (+/- 180 meters Scaled) CO1060 CO1060 SUPERSEDED SURVEY CONTROL CO1060 CO1060 NGVD 29 - 109.76 (m) 360.1 (f) RESET 3 CO1060 CO1060.Superseded values are not recommended for survey control. CO1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1060.See file dsdata.txt to determine how the superseded data were derived. CO1060 CO1060_MARKER: DR = REFERENCE MARK DISK CO1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1060_STAMPING: CHUNKY 2 NO 3 1981 CO1060_MARK LOGO: NGS CO1060_PROJECTION: FLUSH CO1060_MAGNETIC: N = NO MAGNETIC MATERIAL CO1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1060+STABILITY: SURFACE MOTION CO1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1060+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1989 CO1060 CO1060 HISTORY - Date Condition Report By CO1060 HISTORY - 1981 MONUMENTED NGS CO1060 HISTORY - 19811001 GOOD MSSU CO1060 HISTORY - 19890725 GOOD MSHD CO1060 CO1060 STATION DESCRIPTION CO1060 CO1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 CO1060'1.9 MI WEST FROM CHUNKY. CO1060'1.65 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN CHUNKY, CO1060'THENCE NORTH ALONG A PAVED ROAD FOR 0.25 MILE TO MARK ON THE RIGHT, CO1060'47.5 FEET SOUTH OF POWER POLE, 41.0 FEET NORTHEAST OF CENTER OF ROAD, CO1060'AND 0.5 FOOT NORTHEAST OF FENCELINE. CO1060'THE MARK IS 1.7 FT NW FROM A WITNESS POST. CO1060'THE MARK IS 4.0 FT ABOVE ROAD. CO1060 CO1060 STATION RECOVERY (1981) CO1060 CO1060'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CO1060'RECOVERED IN GOOD CONDITION. CO1060 CO1060 STATION RECOVERY (1989) CO1060 CO1060'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 CO1060'MARK IS LOCATED 2.6 KM (1.60 MI) WEST OF CHUNKY NEAR THE EAST R.0.W. CO1060'OF A PAVED ROAD, 1.61 KM (1.00 MI) SOUTH OF I-20 IN SECTION 27, 6N, CO1060'R13E. TO REACH FROM THE BAPTIST CHURCH IN CHUNKY GO WEST ON U.S. CO1060'HIGHWAY 8O FOR 2.42 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND CO1060'GO NORTH ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE CO1060'RIGHT. MARK IS A STANDARD N.G.S REFERENCE MARK DISK SET IN THE TOP OF CO1060'A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 14.48 M (47.5 FT) CO1060'SOUTH OF A POWER POLE WITH A GUY WIRE, 12.8 M (42.0 FT) NORTHEAST OF CO1060'THE CENTER OF A PAVED ROAD, 0.52 M (1.7 FT) NORTHWEST OF A METAL CO1060'WITNESS POST AND 0.15 M (0.5 FT) NORTHEAST OF A FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1579 *********************************************************************** CO1579 DESIGNATION - L 213 RESET CO1579 PID - CO1579 CO1579 STATE/COUNTY- MS/NEWTON CO1579 USGS QUAD - CHUNKY (1983) CO1579 CO1579 *CURRENT SURVEY CONTROL CO1579 ___________________________________________________________________ CO1579* NAD 83(1986)- 32 19 38. (N) 088 55 05. (W) SCALED CO1579* NAVD 88 - 93.31 (meters) 306.1 (feet) RESET CO1579 ___________________________________________________________________ CO1579 GEOID HEIGHT- -27.52 (meters) GEOID99 CO1579 CO1579 VERT ORDER - THIRD CO1579 CO1579.The horizontal coordinates were scaled from a topographic map and have CO1579.an estimated accuracy of +/- 6 seconds. CO1579 CO1579.The orthometric height was computed from unverified reset data. CO1579.No vertical observational check was made to the station. CO1579 CO1579.The geoid height was determined by GEOID99. CO1579 CO1579; North East Units Estimated Accuracy CO1579;SPC MS E - 313,440. 292,020. MT (+/- 180 meters Scaled) CO1579 CO1579 SUPERSEDED SURVEY CONTROL CO1579 CO1579 NGVD 29 - 93.30 (m) 306.1 (f) RESET 3 CO1579 CO1579.Superseded values are not recommended for survey control. CO1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1579.See file dsdata.txt to determine how the superseded data were derived. CO1579 CO1579_MARKER: DB = BENCH MARK DISK CO1579_SETTING: 38 = BRIDGE ABUTMENT CO1579_STAMPING: L 213 RESET 1988 CO1579_MARK LOGO: NGS CO1579_MAGNETIC: N = NO MAGNETIC MATERIAL CO1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CO1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1579+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1989 CO1579 CO1579 HISTORY - Date Condition Report By CO1579 HISTORY - 1988 MONUMENTED MSHD CO1579 HISTORY - 19890810 GOOD MSHD CO1579 CO1579 STATION DESCRIPTION CO1579 CO1579'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 CO1579'0.80 KM (0.50 MI) EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT CO1579'CHUNKY, TO EAST END OF BRIDGE OVER CHUNKY CREEK AND MARK ON THE RIGHT, CO1579'IN TOP OF THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF BRIDGE, CO1579'4.42 M (14.5 FT) SOUTH OF THE CENTER OF HIGHWAY 80 AND 0.15 M CO1579'(0.5 FT) NORTH OF THE SOUTH EDGE OF ABUTMENT. CO1579 CO1579 STATION RECOVERY (1989) CO1579 CO1579'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 CO1579'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1604 *********************************************************************** CO1604 DESIGNATION - LAW CO1604 PID - CO1604 CO1604 STATE/COUNTY- MS/NEWTON CO1604 USGS QUAD - LAKE (1982) CO1604 CO1604 *CURRENT SURVEY CONTROL CO1604 ___________________________________________________________________ CO1604* NAD 83(1993)- 32 20 11.76930(N) 089 17 30.66568(W) ADJUSTED CO1604* NAVD 88 - 139.88 (meters) 458.9 (feet) RESET CO1604 ___________________________________________________________________ CO1604 X - 66,669.035 (meters) COMP CO1604 Y - -5,393,868.997 (meters) COMP CO1604 Z - 3,392,087.538 (meters) COMP CO1604 LAPLACE CORR- -1.23 (seconds) DEFLEC99 CO1604 ELLIP HEIGHT- 112.79 (meters) GPS OBS CO1604 GEOID HEIGHT- -27.05 (meters) GEOID99 CO1604 CO1604 HORZ ORDER - B CO1604 VERT ORDER - THIRD CO1604 ELLP ORDER - FOURTH CLASS I CO1604 CO1604.The horizontal coordinates were established by GPS observations CO1604.and adjusted by the National Geodetic Survey in January 1994. CO1604 CO1604.The orthometric height was computed from unverified reset data. CO1604.No vertical observational check was made to the station. CO1604 CO1604.The X, Y, and Z were computed from the position and the ellipsoidal ht. CO1604 CO1604.The Laplace correction was computed from DEFLEC99 derived deflections. CO1604 CO1604.The ellipsoidal height was determined by GPS observations CO1604.and is referenced to NAD 83. CO1604 CO1604.The geoid height was determined by GEOID99. CO1604 CO1604; North East Units Scale Converg. CO1604;SPC MS E - 314,565.602 256,834.163 MT 0.99997297 -0 14 42.9 CO1604;UTM 16 - 3,580,054.927 284,292.162 MT 1.00017383 -1 13 34.9 CO1604 CO1604 SUPERSEDED SURVEY CONTROL CO1604 CO1604 NAD 83(1993)- 32 20 11.78379(N) 089 17 30.66456(W) AD( ) 1 CO1604 ELLIP HT - 112.86 (m) GP( ) 4 1 CO1604 NGVD 29 - 139.88 (m) 458.9 (f) RESET 3 CO1604 CO1604.Superseded values are not recommended for survey control. CO1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1604.See file dsdata.txt to determine how the superseded data were derived. CO1604 CO1604_MARKER: DH = HORIZONTAL CONTROL DISK CO1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1604_STAMPING: LAW 1993 CO1604_MARK LOGO: NGS CO1604_MAGNETIC: N = NO MAGNETIC MATERIAL CO1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1604+STABILITY: SURFACE MOTION CO1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CO1604+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1993 CO1604 CO1604 HISTORY - Date Condition Report By CO1604 HISTORY - 1992 MONUMENTED MSHD CO1604 HISTORY - 19930503 GOOD CO1604 HISTORY - 19991220 POOR NGS CO1604 CO1604 STATION DESCRIPTION CO1604 CO1604'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 CO1604'ABOUT 0.1 MI (0.2 KM) WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION CO1604'OF INTERSTATE HIGHWAY 20 (EXIT 100), ABOUT 2.0 MI (3.2 KM) EAST OF CO1604'LAKE, TO THE MARK ON THE LEFT, 137.5 FT (41.9 M) SOUTHWEST OF SOUTH CO1604'METAL POLE OF HIGHWAY SIGN, 124.7 FT (38.0 M) SOUTH SOUTHEAST OF EAST CO1604'END OF CONCRETE CULVERT AND B.M. D214 1961, 97.0 FT (29.6 M) EAST CO1604'SOUTHEAST OF EAST GATE POST OF FIELD ENTRANCE, 72.0 FT (21.9 M) SOUTH CO1604'SOUTHWEST OF THE CENTER OF HIGHWAY 80 AND 1.8 FT (0.5 M) NORTH CO1604'NORTHEAST OF A CARSONITE WITNESS POST IN FENCELINE. NOTE--THIS MARK CO1604'WAS SET FOR THE MISSISSIPPI HARN. CO1604'STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF NEWTON, 2.0 MI CO1604'(3.2 KM) EAST SOUTHEAST OF LAKE, 0.1 MI (0.2 KM) WEST OF INTERSTATE CO1604'HIGHWAY 20, ON SOUTH RIGHT OF WAY OF U.S. HIGHWAY 80. CO1604'TO REACH FROM THE JUNCTION OF I-20 AND U.S. HIGHWAY 80 (I-20 EXIT 100) CO1604'2.0 MI (3.2 KM) EAST OF LAKE, GO WEST ON U.S. HIGHWAY 80 FOR 0.1 MI CO1604'(0.2 KM) TO THE STATION ON THE LEFT. CO1604'STATION IS A STANDARD NGS DISK, STAMPED---LAW 1993---SET IN TOP OF A CO1604'ROUND CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND. IT IS CO1604'137.5 FT (41.9 M) SOUTHWEST OF THE SOUTH POST OF METAL HIGHWAY SIGN, CO1604'124.7 FT (38.0 M) SOUTH SOUTHEAST AND ACROSS HIGHWAY FROM THE EAST CO1604'END OF CONCRETE CULVERT AND BENCH MARK D214 1961, 97.0 FT (29.6 M) CO1604'EAST SOUTHEAST OF EAST GATE POST TO FIELD ENTRANCE, 72.0 FT (21.9 M) CO1604'SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY 80, 1.8 FT (0.5 M) NORTH CO1604'NORTHEAST OF FENCE AND CARSONITE WITNESS POST. CO1604 CO1604 STATION RECOVERY (1993) CO1604 CO1604'RECOVERED 1993 CO1604'RECOVERED IN GOOD CONDITION. CO1604 CO1604 STATION RECOVERY (1999) CO1604 CO1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CO1604'RECOVERED AS DESCRIBED. STATION IS NOW IN THE SLOPING FRONT LAWN OF A CO1604'GAS STATION. IT IS ABOUT 0.6 M (2.0 FT) BELOW THE GROUND SURFACE, CO1604'ENCLOSED IN A 0.3 M (1.0 FT) STEEL CULVERT PIPE. PIPE FILLS WITH CO1604'GROUND WATER AS FAST AS IT CAN BE BAILED OUT, RENDERING THE STATION CO1604'VIRTUALLY USELESS. STATION IS 10.0 M (32.8 FT) ESE OF THE WEST CO1604'DRIVEWAY, 9.4 M (30.8 FT) NORTH OF THE NW CORNER OF A CONCRETE PAD CO1604'WITH 2 TEST WELL COVERS AND A MANHOLE, AND 18.3 M (60.0 FT) SSW OF THE CO1604'SOUTH EDGE OF PAVEMENT OF US 80. IT IS FLANKED BY TWO ORANGE WITNESS CO1604'POSTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1058 *********************************************************************** CO1058 DESIGNATION - M 102 RESET CO1058 PID - CO1058 CO1058 STATE/COUNTY- MS/NEWTON CO1058 USGS QUAD - UNION EAST (1982) CO1058 CO1058 *CURRENT SURVEY CONTROL CO1058 ___________________________________________________________________ CO1058* NAD 83(1986)- 32 32 30. (N) 089 07 03. (W) SCALED CO1058* NAVD 88 - 149.03 (meters) 488.9 (feet) RESET CO1058 ___________________________________________________________________ CO1058 GEOID HEIGHT- -27.49 (meters) GEOID99 CO1058 CO1058 VERT ORDER - THIRD CO1058 CO1058.The horizontal coordinates were scaled from a topographic map and have CO1058.an estimated accuracy of +/- 6 seconds. CO1058 CO1058.The orthometric height was computed from unverified reset data. CO1058.No vertical observational check was made to the station. CO1058 CO1058.The geoid height was determined by GEOID99. CO1058 CO1058; North East Units Estimated Accuracy CO1058;SPC MS E - 337,250. 273,310. MT (+/- 180 meters Scaled) CO1058 CO1058 SUPERSEDED SURVEY CONTROL CO1058 CO1058 NGVD 29 - 149.04 (m) 489.0 (f) RESET 3 CO1058 CO1058.Superseded values are not recommended for survey control. CO1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1058.See file dsdata.txt to determine how the superseded data were derived. CO1058 CO1058_MARKER: DB = BENCH MARK DISK CO1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1058_STAMPING: M 102 RESET 1980 CO1058_MARK LOGO: NGS CO1058_PROJECTION: FLUSH CO1058_MAGNETIC: N = NO MAGNETIC MATERIAL CO1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1058+STABILITY: SURFACE MOTION CO1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CO1058+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1989 CO1058 CO1058 HISTORY - Date Condition Report By CO1058 HISTORY - 1980 MONUMENTED NGS CO1058 HISTORY - 19890628 GOOD MSHD CO1058 CO1058 STATION DESCRIPTION CO1058 CO1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 CO1058'3.4 KM (2.1 MI) SOUTH FROM UNION. CO1058'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF CO1058'STATE HIGHWAY 494 AT EAST EDGE OF UNION TO A SIDEROAD ON RIGHT, THENCE CO1058'WEST ALONG SIDE ROAD FOR 0.4 KM (0.25 MI) TO RAILROAD CROSSING AND CO1058'MARK IN NORTHEAST ANGLE, 0.8 KM (0.5 MI) NORTH OF MILE POST 178, CO1058'24.3 METERS (80.0 FT) NORTH OF CENTER OF ROAD, 10.1 METERS (33.0 FT) CO1058'EAST OF EAST RAIL OF TRACK, 2.3 METERS (7.5 FT) WEST OF FENCE LINE, CO1058'AND 0.5 METER (1.5 FT) SOUTH OF TELEGRAPH POLE. CO1058'THE MARK IS 1.2 FT N FROM A WITNESS POST. CO1058'THE MARK IS ABOVE LEVEL WITH TRACKS. CO1058 CO1058 STATION RECOVERY (1989) CO1058 CO1058'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 CO1058'MARK IS LOCATED ABOUT 3.22 KM (2.00 MI) SOUTH OF UNION IN THE CO1058'NORTHEAST ANGLE OF A RAILROAD CROSSING IN THE NW 1/4 OF SECTION 18, CO1058'T8N, R12E. TO REACH FROM THE INTERSECTION OF THE STATE HIGHWAYS 15 CO1058'BYPASS AND 494 AT THE EAST EDGE OF UNION GO SOUTHWEST ON THE STATE CO1058'HIGHWAY 15 BYPASS FOR 2.4 KM (1.50 MI) TO A SIDE ROAD RIGHT, TURN CO1058'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE RAILROAD CO1058'CROSSING AND THE MARK ON THE RIGHT. MARK IS A STANDARD NGS DISK SET CO1058'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS CO1058'23.16 M (76.0 FT) NORTH OF THE CENTER OF A PAVED ROAD, 10.36 M CO1058'(34.0 FT) NORTH OF A FENCE CORNER, 10.06 M (33.0 FT) EAST OF THE EAST CO1058'RAIL, 2.29 M (7.5 FT) WEST OF A FENCE, 0.46 M (1.5 FT) SOUTH OF A CO1058'TELEPHONE POLE STUMP, 0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST AND CO1058'ABOUT 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.