1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2126 *********************************************************************** DJ2126 DESIGNATION - 45 V 333 RESET DJ2126 PID - DJ2126 DJ2126 STATE/COUNTY- MS/CHICKASAW DJ2126 USGS QUAD - BUENA VISTA (1987) DJ2126 DJ2126 *CURRENT SURVEY CONTROL DJ2126 ___________________________________________________________________ DJ2126* NAD 83(1986)- 33 59 49. (N) 088 45 20. (W) SCALED DJ2126* NAVD 88 - 101.10 (meters) 331.7 (feet) RESET DJ2126 ___________________________________________________________________ DJ2126 GEOID HEIGHT- -27.49 (meters) GEOID99 DJ2126 DJ2126 VERT ORDER - THIRD DJ2126 DJ2126.The horizontal coordinates were scaled from a topographic map and have DJ2126.an estimated accuracy of +/- 6 seconds. DJ2126 DJ2126.The orthometric height was computed from unverified reset data. DJ2126.No vertical observational check was made to the station. DJ2126 DJ2126.The geoid height was determined by GEOID99. DJ2126 DJ2126; North East Units Estimated Accuracy DJ2126;SPC MS E - 498,610. 307,190. MT (+/- 180 meters Scaled) DJ2126 DJ2126 SUPERSEDED SURVEY CONTROL DJ2126 DJ2126 NGVD 29 - 101.04 (m) 331.5 (f) RESET 3 DJ2126 DJ2126.Superseded values are not recommended for survey control. DJ2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2126.See file dsdata.txt to determine how the superseded data were derived. DJ2126 DJ2126_MARKER: DD = SURVEY DISK DJ2126_SETTING: 35 = BASE OF FLAGPOLE DJ2126_STAMPING: BM 45V 333 RESET 1988 DJ2126_MARK LOGO: MSHD DJ2126_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DJ2126+SATELLITE: SATELLITE OBSERVATIONS - 1988 DJ2126 DJ2126 HISTORY - Date Condition Report By DJ2126 HISTORY - 1988 MONUMENTED MSHD DJ2126 DJ2126 STATION DESCRIPTION DJ2126 DJ2126'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1988 DJ2126'0.40 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 45 ALT. FROM THE JUNCTION DJ2126'OF STATE HIGHWAYS 32 AND 41 IN OKOLONA, TO THE MARK ON THE LEFT, IN DJ2126'TOP OF THE SOUTHEAST CORNER OF A 4 FOOT SQUARE CONCRETE BASE OF FLAG DJ2126'POLE IN FRONT OF CRUSADOR SPORTSWEAR INC. BUILDING, 24.84 M (81.5 FT) DJ2126'NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 21.95 M (72.0 FT) DJ2126'EAST OF THE CENTER OF HIGHWAY, 19.51 M (64.0 FT) SOUTHEAST OF A POWER DJ2126'POLE WITH GUY WIRES, 7.01 M (23.0 FT) WEST OF THE WEST FACE OF BRICK DJ2126'PLANTER IN FRONT OF BUILDING AND 0.61 M (2.0 FT) SOUTHWEST OF A METAL DJ2126'FLAG POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1474 *********************************************************************** DJ1474 DESIGNATION - GIBSON 1950 1979 DJ1474 PID - DJ1474 DJ1474 STATE/COUNTY- MS/CHICKASAW DJ1474 USGS QUAD - EGYPT (1965) DJ1474 DJ1474 *CURRENT SURVEY CONTROL DJ1474 ___________________________________________________________________ DJ1474* NAD 83(1986)- 33 52 34. (N) 088 43 19. (W) SCALED DJ1474* NAVD 88 - 90.551 (meters) 297.08 (feet) ADJUSTED DJ1474 ___________________________________________________________________ DJ1474 GEOID HEIGHT- -27.52 (meters) GEOID99 DJ1474 DYNAMIC HT - 90.459 (meters) 296.78 (feet) COMP DJ1474 MODELED GRAV- 979,622.3 (mgal) NAVD 88 DJ1474 DJ1474 VERT ORDER - FIRST CLASS II DJ1474 DJ1474.The horizontal coordinates were scaled from a topographic map and have DJ1474.an estimated accuracy of +/- 6 seconds. DJ1474 DJ1474.The orthometric height was determined by differential leveling DJ1474.and adjusted by the National Geodetic Survey in June 1991. DJ1474 DJ1474.The geoid height was determined by GEOID99. DJ1474 DJ1474.The dynamic height is computed by dividing the NAVD 88 DJ1474.geopotential number by the normal gravity value computed on the DJ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DJ1474.degrees latitude (g = 980.6199 gals.). DJ1474 DJ1474.The modeled gravity was interpolated from observed gravity values. DJ1474 DJ1474; North East Units Estimated Accuracy DJ1474;SPC MS E - 485,210. 310,310. MT (+/- 180 meters Scaled) DJ1474 DJ1474 SUPERSEDED SURVEY CONTROL DJ1474 DJ1474 NGVD 29 - 90.47 (m) 296.8 (f) RESET 3 DJ1474 DJ1474.Superseded values are not recommended for survey control. DJ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1474.See file dsdata.txt to determine how the superseded data were derived. DJ1474 DJ1474_MARKER: DS = TRIANGULATION STATION DISK DJ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1474_STAMPING: GIBSON 1950 1979 DJ1474_MARK LOGO: NGS DJ1474_PROJECTION: PROJECTING 10 CENTIMETERS DJ1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1474+STABILITY: SURFACE MOTION DJ1474 DJ1474 HISTORY - Date Condition Report By DJ1474 HISTORY - 1979 MONUMENTED NGS DJ1474 HISTORY - 1983 GOOD NGS DJ1474 DJ1474 STATION DESCRIPTION DJ1474 DJ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DJ1474'2.6 MI NW FROM GIBSON. DJ1474'2.6 MILES NORTH ALONG U.S. HIGHWAY 45 ALT FROM THE JUNCTION OF DJ1474'STATE HIGHWAY 8, 1.0 MILE WEST OF THE COMMUNITY OF GIBSON TO DJ1474'THE MARK ON RIGHT, 167.5 FEET SOUTH OF A POWER POLE, 143.0 FEET DJ1474'NORTHEAST OF POLE NO 29, 60.0 FEET EAST OF THE CENTER OF HIGHWAY, DJ1474'AND 27.0 FEET SOUTH OF THE CENTER OF GRAVEL DRIVE LEADING TO DJ1474'TWO HOUSES. DJ1474'THE MARK IS 1 FT E FROM A WITNESS POST. DJ1474 DJ1474 STATION RECOVERY (1983) DJ1474 DJ1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 DJ1474'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1475 *********************************************************************** DJ1475 DESIGNATION - GIBSON RM 3 DJ1475 PID - DJ1475 DJ1475 STATE/COUNTY- MS/CHICKASAW DJ1475 USGS QUAD - EGYPT (1965) DJ1475 DJ1475 *CURRENT SURVEY CONTROL DJ1475 ___________________________________________________________________ DJ1475* NAD 83(1986)- 33 52 34. (N) 088 43 19. (W) SCALED DJ1475* NAVD 88 - 90.39 (meters) 296.6 (feet) RESET DJ1475 ___________________________________________________________________ DJ1475 GEOID HEIGHT- -27.52 (meters) GEOID99 DJ1475 DJ1475 VERT ORDER - THIRD DJ1475 DJ1475.The horizontal coordinates were scaled from a topographic map and have DJ1475.an estimated accuracy of +/- 6 seconds. DJ1475 DJ1475.The orthometric height was computed from unverified reset data. DJ1475.No vertical observational check was made to the station. DJ1475 DJ1475.The geoid height was determined by GEOID99. DJ1475 DJ1475; North East Units Estimated Accuracy DJ1475;SPC MS E - 485,210. 310,310. MT (+/- 180 meters Scaled) DJ1475 DJ1475 SUPERSEDED SURVEY CONTROL DJ1475 DJ1475 NGVD 29 - 90.33 (m) 296.4 (f) RESET 3 DJ1475 DJ1475.Superseded values are not recommended for survey control. DJ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1475.See file dsdata.txt to determine how the superseded data were derived. DJ1475 DJ1475_MARKER: DR = REFERENCE MARK DISK DJ1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1475_STAMPING: GIBSON 1950 NO 3 1979 DJ1475_PROJECTION: FLUSH DJ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1475+STABILITY: SURFACE MOTION DJ1475 DJ1475 HISTORY - Date Condition Report By DJ1475 HISTORY - 1979 MONUMENTED NGS DJ1475 HISTORY - 19810301 GOOD MSSU DJ1475 DJ1475 STATION DESCRIPTION DJ1475 DJ1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DJ1475'2.6 MI NW FROM GIBSON. DJ1475'2.6 MILES NORTH ALONG U.S. HIGHWAY 45 ALT FROM THE JUNCTION OF DJ1475'STATE HIGHWAY 8, 1.0 MILE WEST OF GIBSON, TO MARK ON RIGHT, DJ1475'115.0 FEET EAST OF THE CENTER OF HIGHWAY, AND 24.0 FEET SOUTH DJ1475'OF THE CENTER OF GRAVEL DRIVE LEADING TO TWO HOUSES. DJ1475'THE MARK IS 1.4 FT W FROM A WITNESS POST. DJ1475 DJ1475 STATION RECOVERY (1981) DJ1475 DJ1475'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) DJ1475'RECOVERED IN GOOD CONDITION.