1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2336 *********************************************************************** CP2336 DESIGNATION - 61 V 120 RESET CP2336 PID - CP2336 CP2336 STATE/COUNTY- MS/ISSAQUENA CP2336 USGS QUAD - FLOWEREE (1988) CP2336 CP2336 *CURRENT SURVEY CONTROL CP2336 ___________________________________________________________________ CP2336* NAD 83(1986)- 32 34 59. (N) 090 50 53. (W) SCALED CP2336* NAVD 88 - 28.905 (meters) 94.83 (feet) ADJUSTED CP2336 ___________________________________________________________________ CP2336 GEOID HEIGHT- -26.51 (meters) GEOID99 CP2336 DYNAMIC HT - 28.873 (meters) 94.73 (feet) COMP CP2336 MODELED GRAV- 979,513.8 (mgal) NAVD 88 CP2336 CP2336 VERT ORDER - FIRST CLASS II CP2336 CP2336.The horizontal coordinates were scaled from a topographic map and have CP2336.an estimated accuracy of +/- 6 seconds. CP2336 CP2336.The orthometric height was determined by differential leveling CP2336.and adjusted by the National Geodetic Survey in July 1994. CP2336 CP2336.The geoid height was determined by GEOID99. CP2336 CP2336.The dynamic height is computed by dividing the NAVD 88 CP2336.geopotential number by the normal gravity value computed on the CP2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2336.degrees latitude (g = 980.6199 gals.). CP2336 CP2336.The modeled gravity was interpolated from observed gravity values. CP2336 CP2336; North East Units Estimated Accuracy CP2336;SPC MS W - 341,920. 651,680. MT (+/- 180 meters Scaled) CP2336 CP2336 SUPERSEDED SURVEY CONTROL CP2336 CP2336 NGVD 29 - 28.94 (m) 94.9 (f) RESET 3 CP2336 CP2336.Superseded values are not recommended for survey control. CP2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2336.See file dsdata.txt to determine how the superseded data were derived. CP2336 CP2336_MARKER: DV = VERTICAL CONTROL DISK CP2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2336_STAMPING: 61 V 120 RESET 1982 CP2336_MARK LOGO: NGS CP2336_PROJECTION: FLUSH CP2336_MAGNETIC: N = NO MAGNETIC MATERIAL CP2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2336+STABILITY: SURFACE MOTION CP2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2336+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992 CP2336 CP2336 HISTORY - Date Condition Report By CP2336 HISTORY - 1982 MONUMENTED NGS CP2336 HISTORY - 19920130 GOOD NGS CP2336 CP2336 STATION DESCRIPTION CP2336 CP2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 CP2336'3.8 MI SE FROM VALLEY PARK. CP2336'THE MARK IS 9.5 FT BELOW HIGHWAY. CP2336'3.8 MILES SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY CP2336'PARK, TO A HOUSE AND MARK ON THE RIGHT, 88.0 FEET WEST OF THE CENTER CP2336'OF THE HIGHWAY, 84.0 FEET NORTHWEST OF 40-INCH COTTONWOOD TREE, 60.0 CP2336'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 23.5 FEET SOUTH CP2336'OF THE CENTER OF DRIVEWAY, 2.0 FEET SOUTH OF A POWERPOLE WITH CP2336'TRANSFORMER AND UNDERGROUND CABLE BOX. CP2336'THE MARK IS 1.0 FT N FROM A WITNESS POST. CP2336 CP2336 STATION RECOVERY (1992) CP2336 CP2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2336'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP2336'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP2336'(CLAY STREET)IN VICKSBURG, THENCE 19.0 KM (11.80 MI) NORTHERLY ALONG CP2336'U.S. HIGHWAY 61, 26.9 M (88.3 FT) SOUTHWEST OF THE HIGHWAY CP2336'CENTERLINE, 18.2 M (59.7 FT) NORTH OF THE NORTHEAST CORNER OF A FRAME CP2336'HOUSE, 7.4 M (24.3 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 2.3 M CP2336'(7.5 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE AND A CP2336'TRANSFORMER, 0.9 M (3.0 FT) SOUTHEAST OF UNDERGROUND CABLE JUNCTION CP2336'BOX NUMBER 287, 2.7 M (8.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M CP2336'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE CP2336'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2337 *********************************************************************** CP2337 DESIGNATION - 61 V 122 RESET CP2337 PID - CP2337 CP2337 STATE/COUNTY- MS/ISSAQUENA CP2337 USGS QUAD - FLOWEREE (1988) CP2337 CP2337 *CURRENT SURVEY CONTROL CP2337 ___________________________________________________________________ CP2337* NAD 83(1986)- 32 37 17. (N) 090 51 36. (W) SCALED CP2337* NAVD 88 - 29.599 (meters) 97.11 (feet) ADJUSTED CP2337 ___________________________________________________________________ CP2337 GEOID HEIGHT- -26.50 (meters) GEOID99 CP2337 DYNAMIC HT - 29.566 (meters) 97.00 (feet) COMP CP2337 MODELED GRAV- 979,519.8 (mgal) NAVD 88 CP2337 CP2337 VERT ORDER - FIRST CLASS II CP2337 CP2337.The horizontal coordinates were scaled from a topographic map and have CP2337.an estimated accuracy of +/- 6 seconds. CP2337 CP2337.The orthometric height was determined by differential leveling CP2337.and adjusted by the National Geodetic Survey in July 1994. CP2337 CP2337.The geoid height was determined by GEOID99. CP2337 CP2337.The dynamic height is computed by dividing the NAVD 88 CP2337.geopotential number by the normal gravity value computed on the CP2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2337.degrees latitude (g = 980.6199 gals.). CP2337 CP2337.The modeled gravity was interpolated from observed gravity values. CP2337 CP2337; North East Units Estimated Accuracy CP2337;SPC MS W - 346,180. 650,570. MT (+/- 180 meters Scaled) CP2337 CP2337 SUPERSEDED SURVEY CONTROL CP2337 CP2337 NGVD 29 - 29.64 (m) 97.2 (f) RESET 3 CP2337 CP2337.Superseded values are not recommended for survey control. CP2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2337.See file dsdata.txt to determine how the superseded data were derived. CP2337 CP2337_MARKER: DV = VERTICAL CONTROL DISK CP2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2337_STAMPING: 61 V 122 RESET 1982 CP2337_MARK LOGO: NGS CP2337_PROJECTION: FLUSH CP2337_MAGNETIC: N = NO MAGNETIC MATERIAL CP2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2337+STABILITY: SURFACE MOTION CP2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2337+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992 CP2337 CP2337 HISTORY - Date Condition Report By CP2337 HISTORY - 1982 MONUMENTED NGS CP2337 HISTORY - 19920130 GOOD NGS CP2337 CP2337 STATION DESCRIPTION CP2337 CP2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 CP2337'0.9 MILE SOUTH FROM VALLEY PARK. CP2337'THE MARK IS 7.0 FT BELOW HIGHWAY. CP2337'0.9 MILE SOUTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY CP2337'PARK, TO THE MARK ON THE LEFT, 99.5 FEET EAST OF THE CENTER OF THE CP2337'HIGHWAY, 13.0 FEET SOUTH OF THE CENTER OF FARM LANE, 5.0 FEET WEST CP2337'OF A FENCE CORNER, AND 1.5 FEET NORTH-NORTHEAST OF A POWERPOLE. CP2337'THE MARK IS 1.0 FT E FROM A WITNESS POST. CP2337 CP2337 STATION RECOVERY (1992) CP2337 CP2337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2337'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP2337'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP2337'(CLAY STREET) IN VICKSBURG, THENCE 23.6 KM (14.65 MI) NORTHERLY ALONG CP2337'U.S. HIGHWAY 61, 29.8 M (97.8 FT) EAST OF THE CENTERLINE OF THE CP2337'HIGHWAY, 4.0 M (13.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.0 CP2337'M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST CP2337'OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND THE CP2337'MONUMENT IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2338 *********************************************************************** CP2338 DESIGNATION - 61 V 123 RESET CP2338 PID - CP2338 CP2338 STATE/COUNTY- MS/ISSAQUENA CP2338 USGS QUAD - VALLEY PARK (1988) CP2338 CP2338 *CURRENT SURVEY CONTROL CP2338 ___________________________________________________________________ CP2338* NAD 83(1986)- 32 38 32. (N) 090 51 45. (W) SCALED CP2338* NAVD 88 - 30.799 (meters) 101.05 (feet) ADJUSTED CP2338 ___________________________________________________________________ CP2338 GEOID HEIGHT- -26.49 (meters) GEOID99 CP2338 DYNAMIC HT - 30.764 (meters) 100.93 (feet) COMP CP2338 MODELED GRAV- 979,523.3 (mgal) NAVD 88 CP2338 CP2338 VERT ORDER - FIRST CLASS II CP2338 CP2338.The horizontal coordinates were scaled from a topographic map and have CP2338.an estimated accuracy of +/- 6 seconds. CP2338 CP2338.The orthometric height was determined by differential leveling CP2338.and adjusted by the National Geodetic Survey in July 1994. CP2338 CP2338.The geoid height was determined by GEOID99. CP2338 CP2338.The dynamic height is computed by dividing the NAVD 88 CP2338.geopotential number by the normal gravity value computed on the CP2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2338.degrees latitude (g = 980.6199 gals.). CP2338 CP2338.The modeled gravity was interpolated from observed gravity values. CP2338 CP2338; North East Units Estimated Accuracy CP2338;SPC MS W - 348,490. 650,350. MT (+/- 180 meters Scaled) CP2338 CP2338 SUPERSEDED SURVEY CONTROL CP2338 CP2338 NGVD 29 - 30.81 (m) 101.1 (f) RESET 3 CP2338 CP2338.Superseded values are not recommended for survey control. CP2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2338.See file dsdata.txt to determine how the superseded data were derived. CP2338 CP2338_MARKER: DV = VERTICAL CONTROL DISK CP2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2338_STAMPING: 61 V 123 RESET 1982 CP2338_MARK LOGO: NGS CP2338_PROJECTION: FLUSH CP2338_MAGNETIC: N = NO MAGNETIC MATERIAL CP2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2338+STABILITY: SURFACE MOTION CP2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2338+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1993 CP2338 CP2338 HISTORY - Date Condition Report By CP2338 HISTORY - 1982 MONUMENTED NGS CP2338 HISTORY - 19930219 GOOD NGS CP2338 CP2338 STATION DESCRIPTION CP2338 CP2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 CP2338'0.5 MILE NORTH FROM VALLEY PARK. CP2338'THE MARK IS 4.0 FT BELOW HIGHWAY. CP2338'0.5 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE IN VALLEY CP2338'PARK, TO A HOUSE AND MARK ON THE LEFT, 92.5 FEET EAST OF THE NORTHEAST CP2338'CORNER OF CARPORT OF BRICK HOUSE, 47.0 FEET WEST OF THE CENTER OF THE CP2338'HIGHWAY, 16.0 FEET SOUTH-SOUTHEAST OF A 5 FOOT COTTONWOOD TREE, 15.0 CP2338'FEET NORTH OF THE CENTER OF DRIVEWAY, 4.5 FEET SOUTHEAST OFA CONCRETE CP2338'RIGHT-OF-WAY MARKER, AND 2.5 FEET SOUTH OF A UNDERGROUND TELEPHONE CP2338'CABLE BOX. CP2338'THE MARK IS 1.5 FT SSE FROM A WITNESS POST. CP2338 CP2338 STATION RECOVERY (1993) CP2338 CP2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 CP2338'0.9 KM (0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 61 FROM THE POST OFFICE CP2338'IN VALLEY PARK, 14.3 M (46.9 FT) WEST OF THE HIGHWAY CENTERLINE, 4.4 CP2338'M (14.4 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A BRICK CP2338'HOUSE, 1.0 M (3.3 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX NUMBER CP2338'356, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS CP2338'FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP1009 *********************************************************************** CP1009 DESIGNATION - GRACE RM 3 CP1009 PID - CP1009 CP1009 STATE/COUNTY- MS/ISSAQUENA CP1009 USGS QUAD - ROLLING FORK WEST (1988) CP1009 CP1009 *CURRENT SURVEY CONTROL CP1009 ___________________________________________________________________ CP1009* NAD 83(1986)- 32 58 32. (N) 090 57 55. (W) SCALED CP1009* NAVD 88 - 32.32 (+/-2cm) 106.0 (feet) VERTCON CP1009 ___________________________________________________________________ CP1009 GEOID HEIGHT- -26.30 (meters) GEOID99 CP1009 CP1009 VERT ORDER - THIRD (See Below) CP1009 CP1009.The horizontal coordinates were scaled from a topographic map and have CP1009.an estimated accuracy of +/- 6 seconds. CP1009 CP1009.The NAVD 88 height was computed by applying the VERTCON shift value to CP1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP1009.The vertical order pertains to the superseded datum. CP1009 CP1009.The geoid height was determined by GEOID99. CP1009 CP1009; North East Units Estimated Accuracy CP1009;SPC MS W - 385,510. 640,930. MT (+/- 180 meters Scaled) CP1009 CP1009 SUPERSEDED SURVEY CONTROL CP1009 CP1009 NGVD 29 - 32.37 (m) 106.2 (f) RESET 3 CP1009 CP1009.Superseded values are not recommended for survey control. CP1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP1009.See file dsdata.txt to determine how the superseded data were derived. CP1009 CP1009_MARKER: DR = REFERENCE MARK DISK CP1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP1009_STAMPING: GRACE 1958 RM 3 1975 CP1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP1009+STABILITY: SURFACE MOTION CP1009 CP1009 HISTORY - Date Condition Report By CP1009 HISTORY - 1975 MONUMENTED NGS CP1009 HISTORY - 19920129 MARK NOT FOUND NGS CP1009 CP1009 STATION DESCRIPTION CP1009 CP1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 CP1009'1.55 MI SSW FROM GRACE. CP1009'ABOUT 0.45 MILE SOUTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AND CP1009'STORE AT GRACE, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 1, 121 FEET CP1009'EAST OF THE CENTER OF HIGHWAY 1, 68 FEET SOUTHEAST OF THE SOUTH END OF CP1009'CONCRETE FOUNDATION FOR GAS PUMPS, 62.5 FEET WEST-NORTHWEST OF THE CP1009'NORTHWEST CORNER OF A SMALL FRAME HOUSE, 1.3 FEET NORTH OF A POWER CP1009'POLE WITH YARD LIGHT ATTACHED AND 1 FOOT SOUTH OF A METAL WITNESS POST CP1009'AND SIGN. IT IS SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH CP1009'THE SURFACE OF THE GROUND. SECTION 18, T 13N, R 7W. CP1009 CP1009 STATION RECOVERY (1992) CP1009 CP1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP1009'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.