1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0986 *********************************************************************** EG0986 DESIGNATION - 78 V 84 EG0986 PID - EG0986 EG0986 STATE/COUNTY- MS/BENTON EG0986 USGS QUAD - POTTS CAMP (1982) EG0986 EG0986 *CURRENT SURVEY CONTROL EG0986 ___________________________________________________________________ EG0986* NAD 83(1986)- 34 37 32. (N) 089 15 17. (W) SCALED EG0986* NAVD 88 - 109.771 (meters) 360.14 (feet) ADJUSTED EG0986 ___________________________________________________________________ EG0986 GEOID HEIGHT- -27.10 (meters) GEOID99 EG0986 DYNAMIC HT - 109.665 (meters) 359.79 (feet) COMP EG0986 MODELED GRAV- 979,670.5 (mgal) NAVD 88 EG0986 EG0986 VERT ORDER - SECOND CLASS 0 EG0986 EG0986.The horizontal coordinates were scaled from a topographic map and have EG0986.an estimated accuracy of +/- 6 seconds. EG0986 EG0986.The orthometric height was determined by differential leveling EG0986.and adjusted by the National Geodetic Survey in June 1991. EG0986 EG0986.The geoid height was determined by GEOID99. EG0986 EG0986.The dynamic height is computed by dividing the NAVD 88 EG0986.geopotential number by the normal gravity value computed on the EG0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0986.degrees latitude (g = 980.6199 gals.). EG0986 EG0986.The modeled gravity was interpolated from observed gravity values. EG0986 EG0986; North East Units Estimated Accuracy EG0986;SPC MS E - 568,420. 261,360. MT (+/- 180 meters Scaled) EG0986 EG0986 SUPERSEDED SURVEY CONTROL EG0986 EG0986 NGVD 29 (??/??/92) 109.753 (m) 360.08 (f) ADJ UNCH 2 0 EG0986 EG0986.Superseded values are not recommended for survey control. EG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0986.See file dsdata.txt to determine how the superseded data were derived. EG0986 EG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD933338(NAD 83) EG0986_MARKER: DD = SURVEY DISK EG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0986_STAMPING: 78V-84 1965 EG0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0986+STABILITY: SURFACE MOTION EG0986 EG0986 HISTORY - Date Condition Report By EG0986 HISTORY - 1965 MONUMENTED MSHD EG0986 HISTORY - 1966 GOOD MSHD EG0986 HISTORY - 20030930 MARK NOT FOUND USACE EG0986 EG0986 STATION DESCRIPTION EG0986 EG0986'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0986'4.25 MI NW FROM HICKORY FLAT. EG0986'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 78, STATE HIGHWAYS 5 EG0986'AND 2 IN HICKORY FLAT GO NORTHWEST ON HIGHWAY 78 FOR 1.08 MILES TO A EG0986'CROSSROADS, CONTINUE NORTHWEST FOR 3.17 MILES TO THE MARK ON THE LEFT. EG0986'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. EG0986'IT IS 62.1 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 24.8 FEET EG0986'NORTHEAST OF A STEEL BOX ON THE SAN FRANCISCO RAILROAD, 3.0 FEET EAST EG0986'OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL EG0986'WITH HIGHWAY 78, AND PROJECTS 4 INCHES. EG0986 EG0986 STATION RECOVERY (2003) EG0986 EG0986'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0986'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0987 *********************************************************************** EG0987 DESIGNATION - 78 V 85 EG0987 PID - EG0987 EG0987 STATE/COUNTY- MS/BENTON EG0987 USGS QUAD - POTTS CAMP (1982) EG0987 EG0987 *CURRENT SURVEY CONTROL EG0987 ___________________________________________________________________ EG0987* NAD 83(1986)- 34 37 45. (N) 089 16 06. (W) SCALED EG0987* NAVD 88 - 108.956 (meters) 357.47 (feet) ADJUSTED EG0987 ___________________________________________________________________ EG0987 GEOID HEIGHT- -27.11 (meters) GEOID99 EG0987 DYNAMIC HT - 108.851 (meters) 357.12 (feet) COMP EG0987 MODELED GRAV- 979,671.5 (mgal) NAVD 88 EG0987 EG0987 VERT ORDER - SECOND CLASS 0 EG0987 EG0987.The horizontal coordinates were scaled from a topographic map and have EG0987.an estimated accuracy of +/- 6 seconds. EG0987 EG0987.The orthometric height was determined by differential leveling EG0987.and adjusted by the National Geodetic Survey in June 1991. EG0987 EG0987.The geoid height was determined by GEOID99. EG0987 EG0987.The dynamic height is computed by dividing the NAVD 88 EG0987.geopotential number by the normal gravity value computed on the EG0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0987.degrees latitude (g = 980.6199 gals.). EG0987 EG0987.The modeled gravity was interpolated from observed gravity values. EG0987 EG0987; North East Units Estimated Accuracy EG0987;SPC MS E - 568,820. 260,110. MT (+/- 180 meters Scaled) EG0987 EG0987 SUPERSEDED SURVEY CONTROL EG0987 EG0987 NGVD 29 (??/??/92) 108.935 (m) 357.40 (f) ADJ UNCH 2 0 EG0987 EG0987.Superseded values are not recommended for survey control. EG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0987.See file dsdata.txt to determine how the superseded data were derived. EG0987 EG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD920342(NAD 83) EG0987_MARKER: DD = SURVEY DISK EG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0987_STAMPING: 78V-85 1965 EG0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0987+STABILITY: SURFACE MOTION EG0987 EG0987 HISTORY - Date Condition Report By EG0987 HISTORY - 1965 MONUMENTED MSHD EG0987 HISTORY - 1966 GOOD MSHD EG0987 HISTORY - 20030930 MARK NOT FOUND USACE EG0987 EG0987 STATION DESCRIPTION EG0987 EG0987'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0987'2.30 MI SE FROM POTTS CAMP. EG0987'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON EG0987'HIGHWAY 78 FOR 0.34 MILES TO THE BENTON AND MARSHALL COUNTY LINE, EG0987'CONTINUE SOUTHEAST FOR 1.96 MILES TO THE MARK ON THE LEFT. THE MARK EG0987'IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS EG0987'37.8 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 1 FOOT NORTHWEST EG0987'OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 5 EG0987'INCHES. EG0987 EG0987 STATION RECOVERY (2003) EG0987 EG0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0987'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0988 *********************************************************************** EG0988 DESIGNATION - 78 V 86 EG0988 PID - EG0988 EG0988 STATE/COUNTY- MS/BENTON EG0988 USGS QUAD - POTTS CAMP (1982) EG0988 EG0988 *CURRENT SURVEY CONTROL EG0988 ___________________________________________________________________ EG0988* NAD 83(1986)- 34 38 06. (N) 089 16 57. (W) SCALED EG0988* NAVD 88 - 113.898 (meters) 373.68 (feet) ADJUSTED EG0988 ___________________________________________________________________ EG0988 GEOID HEIGHT- -27.13 (meters) GEOID99 EG0988 DYNAMIC HT - 113.788 (meters) 373.32 (feet) COMP EG0988 MODELED GRAV- 979,672.2 (mgal) NAVD 88 EG0988 EG0988 VERT ORDER - SECOND CLASS 0 EG0988 EG0988.The horizontal coordinates were scaled from a topographic map and have EG0988.an estimated accuracy of +/- 6 seconds. EG0988 EG0988.The orthometric height was determined by differential leveling EG0988.and adjusted by the National Geodetic Survey in June 1991. EG0988 EG0988.The geoid height was determined by GEOID99. EG0988 EG0988.The dynamic height is computed by dividing the NAVD 88 EG0988.geopotential number by the normal gravity value computed on the EG0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0988.degrees latitude (g = 980.6199 gals.). EG0988 EG0988.The modeled gravity was interpolated from observed gravity values. EG0988 EG0988; North East Units Estimated Accuracy EG0988;SPC MS E - 569,480. 258,820. MT (+/- 180 meters Scaled) EG0988 EG0988 SUPERSEDED SURVEY CONTROL EG0988 EG0988 NGVD 29 (??/??/92) 113.873 (m) 373.60 (f) ADJ UNCH 2 0 EG0988 EG0988.Superseded values are not recommended for survey control. EG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0988.See file dsdata.txt to determine how the superseded data were derived. EG0988 EG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD907349(NAD 83) EG0988_MARKER: DD = SURVEY DISK EG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0988_STAMPING: 78V-86 1965 EG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0988+STABILITY: SURFACE MOTION EG0988 EG0988 HISTORY - Date Condition Report By EG0988 HISTORY - 1965 MONUMENTED MSHD EG0988 HISTORY - 1966 GOOD MSHD EG0988 HISTORY - 20030930 MARK NOT FOUND USACE EG0988 EG0988 STATION DESCRIPTION EG0988 EG0988'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0988'1.30 MI SE FROM POTTS CAMP. EG0988'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON EG0988'HIGHWAY 78 FOR 0.34 MILE TO THE BENTON AND MARSHALL COUNTY LINE, EG0988'CONTINUE SOUTHEAST FOR 0.96 MILE TO THE MARK ON THE LEFT. THE MARK IS EG0988'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 38 FEET EG0988'WEST OF A 12 INCH PINE, 145 FEET NORTHWEST OF CENTERLINE OF GRAVEL EG0988'ROAD LEADING NORTH, 60.8 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY EG0988'78, 11.8 FEET NORTHEAST OF A POWER POLE, 2.4 FEET EAST OF A BEAR CREEK EG0988'CAMPGROUND SIGN, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 5 FEET EG0988'ABOVE THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES. EG0988 EG0988 STATION RECOVERY (2003) EG0988 EG0988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0988'MARK NOT FOUND.