1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1186 *********************************************************************** EG1186 DESIGNATION - 78 V 114 EG1186 PID - EG1186 EG1186 STATE/COUNTY- MS/MARSHALL EG1186 USGS QUAD - BYHALIA (1971) EG1186 EG1186 *CURRENT SURVEY CONTROL EG1186 ___________________________________________________________________ EG1186* NAD 83(1986)- 34 50 54. (N) 089 37 34. (W) SCALED EG1186* NAVD 88 - 118.639 (meters) 389.23 (feet) ADJUSTED EG1186 ___________________________________________________________________ EG1186 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1186 DYNAMIC HT - 118.525 (meters) 388.86 (feet) COMP EG1186 MODELED GRAV- 979,674.8 (mgal) NAVD 88 EG1186 EG1186 VERT ORDER - SECOND CLASS 0 EG1186 EG1186.The horizontal coordinates were scaled from a topographic map and have EG1186.an estimated accuracy of +/- 6 seconds. EG1186 EG1186.The orthometric height was determined by differential leveling EG1186.and adjusted by the National Geodetic Survey in June 1991. EG1186 EG1186.The geoid height was determined by GEOID99. EG1186 EG1186.The dynamic height is computed by dividing the NAVD 88 EG1186.geopotential number by the normal gravity value computed on the EG1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1186.degrees latitude (g = 980.6199 gals.). EG1186 EG1186.The modeled gravity was interpolated from observed gravity values. EG1186 EG1186; North East Units Estimated Accuracy EG1186;SPC MS E - 593,340. 227,500. MT (+/- 180 meters Scaled) EG1186 EG1186 SUPERSEDED SURVEY CONTROL EG1186 EG1186 NGVD 29 (??/??/??) 118.60 (m) 389.1 (f) RESET 3 EG1186 EG1186.Superseded values are not recommended for survey control. EG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1186.See file dsdata.txt to determine how the superseded data were derived. EG1186 EG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD598593(NAD 83) EG1186_MARKER: DD = SURVEY DISK EG1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1186_STAMPING: 78V-114 1965 EG1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1186+STABILITY: SURFACE MOTION EG1186 EG1186 HISTORY - Date Condition Report By EG1186 HISTORY - 1965 MONUMENTED MSHD EG1186 HISTORY - 1966 GOOD MSHD EG1186 HISTORY - 20031001 MARK NOT FOUND USACE EG1186 EG1186 STATION DESCRIPTION EG1186 EG1186'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1186'4.25 MI SE FROM BYHALIA. EG1186'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1186'FOR 0.10 MILES TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1186'4.15 MILES TO THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE EG1186'TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 56.5 FEET SOUTHWEST OF EG1186'THE CENTERLINE OF HIGHWAY 78, 19.0 FEET SOUTHEAST OF THE CENTERLINE OF EG1186'A RAMP, 1.3 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL EG1186'WITNESS POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 3 EG1186'INCHES. EG1186 EG1186 STATION RECOVERY (2003) EG1186 EG1186'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1186'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1187 *********************************************************************** EG1187 DESIGNATION - 78 V 115 EG1187 PID - EG1187 EG1187 STATE/COUNTY- MS/MARSHALL EG1187 USGS QUAD - BYHALIA (1971) EG1187 EG1187 *CURRENT SURVEY CONTROL EG1187 ___________________________________________________________________ EG1187* NAD 83(1986)- 34 51 14. (N) 089 38 20. (W) SCALED EG1187* NAVD 88 - 120.812 (meters) 396.36 (feet) ADJUSTED EG1187 ___________________________________________________________________ EG1187 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1187 DYNAMIC HT - 120.697 (meters) 395.99 (feet) COMP EG1187 MODELED GRAV- 979,675.9 (mgal) NAVD 88 EG1187 EG1187 VERT ORDER - SECOND CLASS 0 EG1187 EG1187.The horizontal coordinates were scaled from a topographic map and have EG1187.an estimated accuracy of +/- 6 seconds. EG1187 EG1187.The orthometric height was determined by differential leveling EG1187.and adjusted by the National Geodetic Survey in June 1991. EG1187 EG1187.The geoid height was determined by GEOID99. EG1187 EG1187.The dynamic height is computed by dividing the NAVD 88 EG1187.geopotential number by the normal gravity value computed on the EG1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1187.degrees latitude (g = 980.6199 gals.). EG1187 EG1187.The modeled gravity was interpolated from observed gravity values. EG1187 EG1187; North East Units Estimated Accuracy EG1187;SPC MS E - 593,960. 226,340. MT (+/- 180 meters Scaled) EG1187 EG1187 SUPERSEDED SURVEY CONTROL EG1187 EG1187 NGVD 29 (??/??/??) 120.77 (m) 396.2 (f) RESET 3 EG1187 EG1187.Superseded values are not recommended for survey control. EG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1187.See file dsdata.txt to determine how the superseded data were derived. EG1187 EG1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD587600(NAD 83) EG1187_MARKER: DD = SURVEY DISK EG1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1187_STAMPING: 78V-115 1965 EG1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1187+STABILITY: SURFACE MOTION EG1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1187+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 EG1187 EG1187 HISTORY - Date Condition Report By EG1187 HISTORY - 1965 MONUMENTED MSHD EG1187 HISTORY - 1966 GOOD MSHD EG1187 HISTORY - 20031001 GOOD USACE EG1187 EG1187 STATION DESCRIPTION EG1187 EG1187'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1187'3.35 MI SE FROM BYHALIA. EG1187'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1187'FOR 0.1 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1187'3.25 MILES TO THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP EG1187'OF A 12 INCH ROUND CONCRETE POST. IT IS 46.2 FEET NORTHEAST OF THE EG1187'CENTERLINE OF HIGHWAY 78, 2.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER, 1.2 EG1187'FEET NORTHWEST OF A METAL WITNESS POST, 115.0 FEET SOUTHEAST OF A EG1187'TELEPHONE POLE, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 4 INCHES. EG1187 EG1187 STATION RECOVERY (2003) EG1187 EG1187'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1187'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1188 *********************************************************************** EG1188 DESIGNATION - 78 V 116 EG1188 PID - EG1188 EG1188 STATE/COUNTY- MS/MARSHALL EG1188 USGS QUAD - BYHALIA (1971) EG1188 EG1188 *CURRENT SURVEY CONTROL EG1188 ___________________________________________________________________ EG1188* NAD 83(1986)- 34 51 37. (N) 089 39 10. (W) SCALED EG1188* NAVD 88 - 120.976 (meters) 396.90 (feet) ADJUSTED EG1188 ___________________________________________________________________ EG1188 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1188 DYNAMIC HT - 120.860 (meters) 396.52 (feet) COMP EG1188 MODELED GRAV- 979,677.0 (mgal) NAVD 88 EG1188 EG1188 VERT ORDER - SECOND CLASS 0 EG1188 EG1188.The horizontal coordinates were scaled from a topographic map and have EG1188.an estimated accuracy of +/- 6 seconds. EG1188 EG1188.The orthometric height was determined by differential leveling EG1188.and adjusted by the National Geodetic Survey in June 1991. EG1188 EG1188.The geoid height was determined by GEOID99. EG1188 EG1188.The dynamic height is computed by dividing the NAVD 88 EG1188.geopotential number by the normal gravity value computed on the EG1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1188.degrees latitude (g = 980.6199 gals.). EG1188 EG1188.The modeled gravity was interpolated from observed gravity values. EG1188 EG1188; North East Units Estimated Accuracy EG1188;SPC MS E - 594,680. 225,070. MT (+/- 180 meters Scaled) EG1188 EG1188 SUPERSEDED SURVEY CONTROL EG1188 EG1188 NGVD 29 (??/??/??) 120.93 (m) 396.8 (f) RESET 3 EG1188 EG1188.Superseded values are not recommended for survey control. EG1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1188.See file dsdata.txt to determine how the superseded data were derived. EG1188 EG1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD574607(NAD 83) EG1188_MARKER: DD = SURVEY DISK EG1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1188_STAMPING: 78V-116 1965 EG1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1188+STABILITY: SURFACE MOTION EG1188 EG1188 HISTORY - Date Condition Report By EG1188 HISTORY - 1965 MONUMENTED MSHD EG1188 HISTORY - 1966 GOOD MSHD EG1188 HISTORY - 20031001 MARK NOT FOUND USACE EG1188 EG1188 STATION DESCRIPTION EG1188 EG1188'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1188'2.25 MI SE FROM BYHALIA. EG1188'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1188'FOR 0.10 MILE TO HIGHWAY 78, TURN SOUTHEAST ON HIGHWAY 78 FOR 2.25 EG1188'MILES TO A CROSSROAD AND THE MARK ON THE LEFT. THE MARK IS A DISK SET EG1188'IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 59.7 FEET EG1188'NORTHEAST OF THE CENTERLINE OF HIGHWAY 78, 10 FEET NORTHEAST OF EG1188'CENTERLINE OF A SOUTHEAST AND NORTHWEST GRAVEL ROAD, 3.0 FEET EAST OF EG1188'A RIGHT-OF-WAY MARKER, 1.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET EG1188'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND EG1188'PROJECTS 4 INCHES. EG1188 EG1188 STATION RECOVERY (2003) EG1188 EG1188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1188'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1189 *********************************************************************** EG1189 DESIGNATION - 78 V 117 EG1189 PID - EG1189 EG1189 STATE/COUNTY- MS/MARSHALL EG1189 USGS QUAD - BYHALIA (1971) EG1189 EG1189 *CURRENT SURVEY CONTROL EG1189 ___________________________________________________________________ EG1189* NAD 83(1986)- 34 52 05. (N) 089 40 04. (W) SCALED EG1189* NAVD 88 - 106.156 (meters) 348.28 (feet) ADJUSTED EG1189 ___________________________________________________________________ EG1189 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1189 DYNAMIC HT - 106.054 (meters) 347.95 (feet) COMP EG1189 MODELED GRAV- 979,678.2 (mgal) NAVD 88 EG1189 EG1189 VERT ORDER - SECOND CLASS 0 EG1189 EG1189.The horizontal coordinates were scaled from a topographic map and have EG1189.an estimated accuracy of +/- 6 seconds. EG1189 EG1189.The orthometric height was determined by differential leveling EG1189.and adjusted by the National Geodetic Survey in June 1991. EG1189 EG1189.The geoid height was determined by GEOID99. EG1189 EG1189.The dynamic height is computed by dividing the NAVD 88 EG1189.geopotential number by the normal gravity value computed on the EG1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1189.degrees latitude (g = 980.6199 gals.). EG1189 EG1189.The modeled gravity was interpolated from observed gravity values. EG1189 EG1189; North East Units Estimated Accuracy EG1189;SPC MS E - 595,550. 223,710. MT (+/- 180 meters Scaled) EG1189 EG1189 SUPERSEDED SURVEY CONTROL EG1189 EG1189 NGVD 29 (??/??/??) 106.11 (m) 348.1 (f) RESET 3 EG1189 EG1189.Superseded values are not recommended for survey control. EG1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1189.See file dsdata.txt to determine how the superseded data were derived. EG1189 EG1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD561616(NAD 83) EG1189_MARKER: DD = SURVEY DISK EG1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1189_STAMPING: 78V-117 1965 EG1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1189+STABILITY: SURFACE MOTION EG1189 EG1189 HISTORY - Date Condition Report By EG1189 HISTORY - 1965 MONUMENTED MSHD EG1189 HISTORY - 1966 GOOD MSHD EG1189 HISTORY - 20031001 MARK NOT FOUND USACE EG1189 EG1189 STATION DESCRIPTION EG1189 EG1189'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1189'1.35 MI SE FROM BYHALIA. EG1189'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1189'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1189'1.25 MILES TO THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP EG1189'OF A 12 INCH ROUND CONCRETE POST. IT IS 57.9 FEET NORTHEAST OF EG1189'HIGHWAY 78, 14.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1.1 FEET EG1189'NORTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF HIGHWAY EG1189'78, AND PROJECTS 4 INCHES. EG1189 EG1189 STATION RECOVERY (2003) EG1189 EG1189'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1189'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1190 *********************************************************************** EG1190 DESIGNATION - 78 V 118 EG1190 PID - EG1190 EG1190 STATE/COUNTY- MS/MARSHALL EG1190 USGS QUAD - BYHALIA (1971) EG1190 EG1190 *CURRENT SURVEY CONTROL EG1190 ___________________________________________________________________ EG1190* NAD 83(1986)- 34 52 14. (N) 089 40 37. (W) SCALED EG1190* NAVD 88 - 102.228 (meters) 335.39 (feet) ADJUSTED EG1190 ___________________________________________________________________ EG1190 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1190 DYNAMIC HT - 102.131 (meters) 335.07 (feet) COMP EG1190 MODELED GRAV- 979,678.7 (mgal) NAVD 88 EG1190 EG1190 VERT ORDER - SECOND CLASS 0 EG1190 EG1190.The horizontal coordinates were scaled from a topographic map and have EG1190.an estimated accuracy of +/- 6 seconds. EG1190 EG1190.The orthometric height was determined by differential leveling EG1190.and adjusted by the National Geodetic Survey in June 1991. EG1190 EG1190.The geoid height was determined by GEOID99. EG1190 EG1190.The dynamic height is computed by dividing the NAVD 88 EG1190.geopotential number by the normal gravity value computed on the EG1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1190.degrees latitude (g = 980.6199 gals.). EG1190 EG1190.The modeled gravity was interpolated from observed gravity values. EG1190 EG1190; North East Units Estimated Accuracy EG1190;SPC MS E - 595,840. 222,870. MT (+/- 180 meters Scaled) EG1190 EG1190 SUPERSEDED SURVEY CONTROL EG1190 EG1190 NGVD 29 (??/??/??) 102.19 (m) 335.3 (f) RESET 3 EG1190 EG1190.Superseded values are not recommended for survey control. EG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1190.See file dsdata.txt to determine how the superseded data were derived. EG1190 EG1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD553619(NAD 83) EG1190_MARKER: DD = SURVEY DISK EG1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1190_STAMPING: 78V-118 1965 EG1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1190+STABILITY: SURFACE MOTION EG1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1190+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 EG1190 EG1190 HISTORY - Date Condition Report By EG1190 HISTORY - 1965 MONUMENTED MSHD EG1190 HISTORY - 1966 GOOD MSHD EG1190 HISTORY - 20031001 GOOD USACE EG1190 EG1190 STATION DESCRIPTION EG1190 EG1190'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1190'0.80 MI SE FROM BYHALIA. EG1190'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1190'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1190'0.70 MILE TO A CONCRETE BRIDGE AND THE MARK. THE MARK IS A DISK SET EG1190'IN CEMENT IN A DRILLED HOLE, 13.9 FEET SOUTHWEST OF THE CENTERLINE OF EG1190'HIGHWAY 78, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT EG1190'LEVEL WITH HIGHWAY 78. EG1190 EG1190 STATION RECOVERY (2003) EG1190 EG1190'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1190'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1191 *********************************************************************** EG1191 DESIGNATION - 78 V 119 EG1191 PID - EG1191 EG1191 STATE/COUNTY- MS/MARSHALL EG1191 USGS QUAD - BYHALIA (1971) EG1191 EG1191 *CURRENT SURVEY CONTROL EG1191 ___________________________________________________________________ EG1191* NAD 83(1986)- 34 52 22. (N) 089 41 50. (W) SCALED EG1191* NAVD 88 - 122.951 (meters) 403.38 (feet) ADJUSTED EG1191 ___________________________________________________________________ EG1191 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1191 DYNAMIC HT - 122.833 (meters) 402.99 (feet) COMP EG1191 MODELED GRAV- 979,679.5 (mgal) NAVD 88 EG1191 EG1191 VERT ORDER - SECOND CLASS 0 EG1191 EG1191.The horizontal coordinates were scaled from a topographic map and have EG1191.an estimated accuracy of +/- 6 seconds. EG1191 EG1191.The orthometric height was determined by differential leveling EG1191.and adjusted by the National Geodetic Survey in June 1991. EG1191 EG1191.The geoid height was determined by GEOID99. EG1191 EG1191.The dynamic height is computed by dividing the NAVD 88 EG1191.geopotential number by the normal gravity value computed on the EG1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1191.degrees latitude (g = 980.6199 gals.). EG1191 EG1191.The modeled gravity was interpolated from observed gravity values. EG1191 EG1191; North East Units Estimated Accuracy EG1191;SPC MS E - 596,100. 221,020. MT (+/- 180 meters Scaled) EG1191 EG1191 SUPERSEDED SURVEY CONTROL EG1191 EG1191 NGVD 29 (??/??/92) 122.908 (m) 403.24 (f) ADJ UNCH 2 0 EG1191 EG1191.Superseded values are not recommended for survey control. EG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1191.See file dsdata.txt to determine how the superseded data were derived. EG1191 EG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD534622(NAD 83) EG1191_MARKER: DB = BENCH MARK DISK EG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1191_STAMPING: 78V119 BM 1965 EG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1191+STABILITY: SURFACE MOTION EG1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1191+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 EG1191 EG1191 HISTORY - Date Condition Report By EG1191 HISTORY - 1965 MONUMENTED MSHD EG1191 HISTORY - 1971 GOOD NGS EG1191 HISTORY - 20031001 GOOD USACE EG1191 EG1191 STATION DESCRIPTION EG1191 EG1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EG1191'IN BYHALIA. EG1191'LOCATED 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD AT THE EG1191'TOP OF THE HILL, AT THE SOUTHWEST CORNER OF THE CEMETERY, 2.5 FEET EG1191'SOUTH OF THE SOUTHWEST CORNER OF THE CEMETERY, 48 FEET NORTH OF THE EG1191'CENTER OF U.S. HIGHWAY 78, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER EG1191'OF THE RUFUS C. MOORE HEADSTONE AND 2 FEET WEST OF A METAL WITNESS EG1191'POST. IT IS A MISSISSIPPI STATE HIGHWAY AND COAST AND GEODETIC SURVEY EG1191'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. EG1191 EG1191 STATION RECOVERY (2003) EG1191 EG1191'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1191'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1196 *********************************************************************** EG1196 DESIGNATION - 78 V 120 EG1196 PID - EG1196 EG1196 STATE/COUNTY- MS/MARSHALL EG1196 USGS QUAD - BYHALIA NW (1971) EG1196 EG1196 *CURRENT SURVEY CONTROL EG1196 ___________________________________________________________________ EG1196* NAD 83(1986)- 34 52 46. (N) 089 42 25. (W) SCALED EG1196* NAVD 88 - 110.551 (meters) 362.70 (feet) ADJUSTED EG1196 ___________________________________________________________________ EG1196 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1196 DYNAMIC HT - 110.446 (meters) 362.35 (feet) COMP EG1196 MODELED GRAV- 979,680.4 (mgal) NAVD 88 EG1196 EG1196 VERT ORDER - SECOND CLASS 0 EG1196 EG1196.The horizontal coordinates were scaled from a topographic map and have EG1196.an estimated accuracy of +/- 6 seconds. EG1196 EG1196.The orthometric height was determined by differential leveling EG1196.and adjusted by the National Geodetic Survey in June 1991. EG1196 EG1196.The geoid height was determined by GEOID99. EG1196 EG1196.The dynamic height is computed by dividing the NAVD 88 EG1196.geopotential number by the normal gravity value computed on the EG1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1196.degrees latitude (g = 980.6199 gals.). EG1196 EG1196.The modeled gravity was interpolated from observed gravity values. EG1196 EG1196; North East Units Estimated Accuracy EG1196;SPC MS E - 596,850. 220,140. MT (+/- 180 meters Scaled) EG1196 EG1196 SUPERSEDED SURVEY CONTROL EG1196 EG1196 NGVD 29 (??/??/92) 110.509 (m) 362.56 (f) ADJ UNCH 2 0 EG1196 EG1196.Superseded values are not recommended for survey control. EG1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1196.See file dsdata.txt to determine how the superseded data were derived. EG1196 EG1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD525630(NAD 83) EG1196_MARKER: DD = SURVEY DISK EG1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1196_STAMPING: 78V-120 1965 EG1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1196+STABILITY: SURFACE MOTION EG1196 EG1196 HISTORY - Date Condition Report By EG1196 HISTORY - 1965 MONUMENTED MSHD EG1196 HISTORY - 1966 GOOD MSHD EG1196 HISTORY - 20031002 MARK NOT FOUND USACE EG1196 EG1196 STATION DESCRIPTION EG1196 EG1196'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1196'1.49 MI NW FROM BYHALIA. EG1196'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1196'FOR 0.10 MILES TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR EG1196'1.39 MILES TO THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE EG1196'TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 47.5 FEET SOUTHWEST OF EG1196'THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 29.3 FEET NORTHEAST EG1196'OF THE CENTERLINE OF HIGHWAY 78, 2.9 FEET SOUTHEAST OF A POWER POLE, 1 EG1196'FOOT NORTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF EG1196'HIGHWAY 78, AND PROJECTS 3 INCHES. EG1196 EG1196 STATION RECOVERY (2003) EG1196 EG1196'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1196'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1197 *********************************************************************** EG1197 DESIGNATION - 78 V 121 EG1197 PID - EG1197 EG1197 STATE/COUNTY- MS/MARSHALL EG1197 USGS QUAD - BYHALIA NW (1971) EG1197 EG1197 *CURRENT SURVEY CONTROL EG1197 ___________________________________________________________________ EG1197* NAD 83(1986)- 34 53 06. (N) 089 43 16. (W) SCALED EG1197* NAVD 88 - 119.786 (meters) 393.00 (feet) ADJUSTED EG1197 ___________________________________________________________________ EG1197 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1197 DYNAMIC HT - 119.672 (meters) 392.62 (feet) COMP EG1197 MODELED GRAV- 979,681.4 (mgal) NAVD 88 EG1197 EG1197 VERT ORDER - SECOND CLASS 0 EG1197 EG1197.The horizontal coordinates were scaled from a topographic map and have EG1197.an estimated accuracy of +/- 6 seconds. EG1197 EG1197.The orthometric height was determined by differential leveling EG1197.and adjusted by the National Geodetic Survey in June 1991. EG1197 EG1197.The geoid height was determined by GEOID99. EG1197 EG1197.The dynamic height is computed by dividing the NAVD 88 EG1197.geopotential number by the normal gravity value computed on the EG1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1197.degrees latitude (g = 980.6199 gals.). EG1197 EG1197.The modeled gravity was interpolated from observed gravity values. EG1197 EG1197; North East Units Estimated Accuracy EG1197;SPC MS E - 597,480. 218,850. MT (+/- 180 meters Scaled) EG1197 EG1197 SUPERSEDED SURVEY CONTROL EG1197 EG1197 NGVD 29 (??/??/92) 119.743 (m) 392.86 (f) ADJ UNCH 2 0 EG1197 EG1197.Superseded values are not recommended for survey control. EG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1197.See file dsdata.txt to determine how the superseded data were derived. EG1197 EG1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD513636(NAD 83) EG1197_MARKER: DD = SURVEY DISK EG1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1197_STAMPING: 78V-121 1965 EG1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1197+STABILITY: SURFACE MOTION EG1197 EG1197 HISTORY - Date Condition Report By EG1197 HISTORY - 1965 MONUMENTED MSHD EG1197 HISTORY - 1966 GOOD MSHD EG1197 HISTORY - 20031002 MARK NOT FOUND USACE EG1197 EG1197 STATION DESCRIPTION EG1197 EG1197'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1197'2.41 MI NW FROM BYHALIA. EG1197'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1197'FOR 0.10 MILE TO HIGHWAY 78, TURN LEFT NORTHWEST ON HIGHWAY 78 FOR EG1197'2.31 MILES TO THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE EG1197'TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 47.6 FEET SOUTHWEST OF EG1197'THE SOUTHWEST RAIL OF THE SAN FRANCISCO RAILROAD, 27.5 FEET NORTHEAST EG1197'OF THE CENTERLINE OF HIGHWAY 78, 3.0 FEET SOUTHEAST OF A POWER POLE, 1 EG1197'FOOT NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF EG1197'HIGHWAY 78, AND PROJECTS 3 INCHES. EG1197 EG1197 STATION RECOVERY (2003) EG1197 EG1197'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1197'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0989 *********************************************************************** EG0989 DESIGNATION - 78 V 135 EG0989 PID - EG0989 EG0989 STATE/COUNTY- MS/MARSHALL EG0989 USGS QUAD - POTTS CAMP (1982) EG0989 EG0989 *CURRENT SURVEY CONTROL EG0989 ___________________________________________________________________ EG0989* NAD 83(1986)- 34 38 26. (N) 089 17 53. (W) SCALED EG0989* NAVD 88 - 109.398 (meters) 358.92 (feet) ADJUSTED EG0989 ___________________________________________________________________ EG0989 GEOID HEIGHT- -27.14 (meters) GEOID99 EG0989 DYNAMIC HT - 109.293 (meters) 358.57 (feet) COMP EG0989 MODELED GRAV- 979,672.8 (mgal) NAVD 88 EG0989 EG0989 VERT ORDER - SECOND CLASS 0 EG0989 EG0989.The horizontal coordinates were scaled from a topographic map and have EG0989.an estimated accuracy of +/- 6 seconds. EG0989 EG0989.The orthometric height was determined by differential leveling EG0989.and adjusted by the National Geodetic Survey in June 1991. EG0989 EG0989.The geoid height was determined by GEOID99. EG0989 EG0989.The dynamic height is computed by dividing the NAVD 88 EG0989.geopotential number by the normal gravity value computed on the EG0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0989.degrees latitude (g = 980.6199 gals.). EG0989 EG0989.The modeled gravity was interpolated from observed gravity values. EG0989 EG0989; North East Units Estimated Accuracy EG0989;SPC MS E - 570,100. 257,390. MT (+/- 180 meters Scaled) EG0989 EG0989 SUPERSEDED SURVEY CONTROL EG0989 EG0989 NGVD 29 (??/??/92) 109.370 (m) 358.82 (f) ADJ UNCH 2 0 EG0989 EG0989.Superseded values are not recommended for survey control. EG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0989.See file dsdata.txt to determine how the superseded data were derived. EG0989 EG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD893355(NAD 83) EG0989_MARKER: DD = SURVEY DISK EG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0989_STAMPING: 78V-135 1965 EG0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0989+STABILITY: SURFACE MOTION EG0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0989+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EG0989 EG0989 HISTORY - Date Condition Report By EG0989 HISTORY - 1965 MONUMENTED MSHD EG0989 HISTORY - 1966 GOOD MSHD EG0989 HISTORY - 20030930 GOOD USACE EG0989 EG0989 STATION DESCRIPTION EG0989 EG0989'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0989'0.36 MI SE FROM POTTS CAMP. EG0989'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO SOUTHEAST ON EG0989'HIGHWAY 78 FOR 0.34 MILE TO THE BENTON AND MARSHALL COUNTY LINE, EG0989'CONTINUE SOUTHEAST FOR 0.02 MILE TO THE MARK ON THE LEFT. THE MARK IS EG0989'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 95.0 EG0989'FEET NORTHWEST OF CENTERLINE OF DRIVEWAY, 42.7 FEET NORTHEAST OF THE EG0989'CENTERLINE OF HIGHWAY 78, 4.0 FEET SOUTH OF A FENCE, 3.7 FEET EAST OF EG0989'A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE EG0989'THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES. EG0989 EG0989 STATION RECOVERY (2003) EG0989 EG0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0989'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0990 *********************************************************************** EG0990 DESIGNATION - 78 V 87 EG0990 PID - EG0990 EG0990 STATE/COUNTY- MS/MARSHALL EG0990 USGS QUAD - POTTS CAMP (1982) EG0990 EG0990 *CURRENT SURVEY CONTROL EG0990 ___________________________________________________________________ EG0990* NAD 83(1986)- 34 39 32. (N) 089 18 47. (W) SCALED EG0990* NAVD 88 - 109.681 (meters) 359.85 (feet) ADJUSTED EG0990 ___________________________________________________________________ EG0990 GEOID HEIGHT- -27.18 (meters) GEOID99 EG0990 DYNAMIC HT - 109.575 (meters) 359.50 (feet) COMP EG0990 MODELED GRAV- 979,672.3 (mgal) NAVD 88 EG0990 EG0990 VERT ORDER - SECOND CLASS 0 EG0990 EG0990.The horizontal coordinates were scaled from a topographic map and have EG0990.an estimated accuracy of +/- 6 seconds. EG0990 EG0990.The orthometric height was determined by differential leveling EG0990.and adjusted by the National Geodetic Survey in June 1991. EG0990 EG0990.The geoid height was determined by GEOID99. EG0990 EG0990.The dynamic height is computed by dividing the NAVD 88 EG0990.geopotential number by the normal gravity value computed on the EG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0990.degrees latitude (g = 980.6199 gals.). EG0990 EG0990.The modeled gravity was interpolated from observed gravity values. EG0990 EG0990; North East Units Estimated Accuracy EG0990;SPC MS E - 572,140. 256,030. MT (+/- 180 meters Scaled) EG0990 EG0990 SUPERSEDED SURVEY CONTROL EG0990 EG0990 NGVD 29 (??/??/92) 109.648 (m) 359.74 (f) ADJ UNCH 2 0 EG0990 EG0990.Superseded values are not recommended for survey control. EG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0990.See file dsdata.txt to determine how the superseded data were derived. EG0990 EG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD880376(NAD 83) EG0990_MARKER: DD = SURVEY DISK EG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0990_STAMPING: 78V-87 1965 EG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0990+STABILITY: SURFACE MOTION EG0990 EG0990 HISTORY - Date Condition Report By EG0990 HISTORY - 1965 MONUMENTED MSHD EG0990 HISTORY - 1966 GOOD MSHD EG0990 HISTORY - 20030930 MARK NOT FOUND USACE EG0990 EG0990 STATION DESCRIPTION EG0990 EG0990'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0990'1.17 MI NW FROM POTTS CAMP. EG0990'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON EG0990'U.S. HIGHWAY 78 FOR 1.17 MILES TO THE MARK ON THE RIGHT. THE MARK IS EG0990'A DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 100.5 EG0990'FEET EAST OF A POWER POLE, 89.7 FEET NORTHEAST OF THE CENTERLINE OF EG0990'U.S. HIGHWAY 78, 12.3 FEET EAST OF A 4 INCH OAK TREE, 1 FOOT NORTHWEST EG0990'OF A METAL WITNESS POST, 12 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, EG0990'AND PROJECTS 4 INCHES. EG0990 EG0990 STATION RECOVERY (2003) EG0990 EG0990'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0990'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0991 *********************************************************************** EG0991 DESIGNATION - 78 V 89 EG0991 PID - EG0991 EG0991 STATE/COUNTY- MS/MARSHALL EG0991 USGS QUAD - POTTS CAMP (1982) EG0991 EG0991 *CURRENT SURVEY CONTROL EG0991 ___________________________________________________________________ EG0991* NAD 83(1986)- 34 40 03. (N) 089 19 05. (W) SCALED EG0991* NAVD 88 - 99.308 (meters) 325.81 (feet) ADJUSTED EG0991 ___________________________________________________________________ EG0991 GEOID HEIGHT- -27.20 (meters) GEOID99 EG0991 DYNAMIC HT - 99.212 (meters) 325.50 (feet) COMP EG0991 MODELED GRAV- 979,671.9 (mgal) NAVD 88 EG0991 EG0991 VERT ORDER - SECOND CLASS 0 EG0991 EG0991.The horizontal coordinates were scaled from a topographic map and have EG0991.an estimated accuracy of +/- 6 seconds. EG0991 EG0991.The orthometric height was determined by differential leveling EG0991.and adjusted by the National Geodetic Survey in June 1991. EG0991 EG0991.The geoid height was determined by GEOID99. EG0991 EG0991.The dynamic height is computed by dividing the NAVD 88 EG0991.geopotential number by the normal gravity value computed on the EG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0991.degrees latitude (g = 980.6199 gals.). EG0991 EG0991.The modeled gravity was interpolated from observed gravity values. EG0991 EG0991; North East Units Estimated Accuracy EG0991;SPC MS E - 573,100. 255,570. MT (+/- 180 meters Scaled) EG0991 EG0991 SUPERSEDED SURVEY CONTROL EG0991 EG0991 NGVD 29 (??/??/92) 99.275 (m) 325.70 (f) ADJ UNCH 2 0 EG0991 EG0991.Superseded values are not recommended for survey control. EG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0991.See file dsdata.txt to determine how the superseded data were derived. EG0991 EG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD876386(NAD 83) EG0991_MARKER: DD = SURVEY DISK EG0991_SETTING: 36 = BRIDGE EG0991_STAMPING: 78 V - 89 1965 EG0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG0991+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EG0991 EG0991 HISTORY - Date Condition Report By EG0991 HISTORY - 1965 MONUMENTED MSHD EG0991 HISTORY - 1966 GOOD MSHD EG0991 HISTORY - 20030930 GOOD USACE EG0991 EG0991 STATION DESCRIPTION EG0991 EG0991'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0991'1.91 MI NW FROM POTTS CAMP. EG0991'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON EG0991'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE EG0991'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.34 MILES TO A CONCRETE BRIDGE AND EG0991'THE MARK IN THE NORTH CORNER OF THE BRIDGE. THE MARK IS A DISK SET IN EG0991'CEMENT IN A DRILLED HOLE. IT IS 13.5 FEET NORTHEAST OF THE CENTERLINE EG0991'OF U.S. HIGHWAY 78, 1.3 FEET EAST OF A METAL WITNESS POST, AND ABOUT EG0991'LEVEL WITH U.S. HIGHWAY 78. EG0991 EG0991 STATION RECOVERY (2003) EG0991 EG0991'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0991'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0992 *********************************************************************** EG0992 DESIGNATION - 78 V 90 EG0992 PID - EG0992 EG0992 STATE/COUNTY- MS/MARSHALL EG0992 USGS QUAD - POTTS CAMP (1982) EG0992 EG0992 *CURRENT SURVEY CONTROL EG0992 ___________________________________________________________________ EG0992* NAD 83(1986)- 34 40 23. (N) 089 19 54. (W) SCALED EG0992* NAVD 88 - 102.006 (meters) 334.66 (feet) ADJUSTED EG0992 ___________________________________________________________________ EG0992 GEOID HEIGHT- -27.21 (meters) GEOID99 EG0992 DYNAMIC HT - 101.908 (meters) 334.34 (feet) COMP EG0992 MODELED GRAV- 979,671.7 (mgal) NAVD 88 EG0992 EG0992 VERT ORDER - SECOND CLASS 0 EG0992 EG0992.The horizontal coordinates were scaled from a topographic map and have EG0992.an estimated accuracy of +/- 6 seconds. EG0992 EG0992.The orthometric height was determined by differential leveling EG0992.and adjusted by the National Geodetic Survey in June 1991. EG0992 EG0992.The geoid height was determined by GEOID99. EG0992 EG0992.The dynamic height is computed by dividing the NAVD 88 EG0992.geopotential number by the normal gravity value computed on the EG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0992.degrees latitude (g = 980.6199 gals.). EG0992 EG0992.The modeled gravity was interpolated from observed gravity values. EG0992 EG0992; North East Units Estimated Accuracy EG0992;SPC MS E - 573,720. 254,330. MT (+/- 180 meters Scaled) EG0992 EG0992 SUPERSEDED SURVEY CONTROL EG0992 EG0992 NGVD 29 (??/??/92) 101.970 (m) 334.55 (f) ADJ UNCH 2 0 EG0992 EG0992.Superseded values are not recommended for survey control. EG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0992.See file dsdata.txt to determine how the superseded data were derived. EG0992 EG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD863392(NAD 83) EG0992_MARKER: DD = SURVEY DISK EG0992_SETTING: 36 = BRIDGE EG0992_STAMPING: 78 V - 90 1965 EG0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0992+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EG0992 EG0992 HISTORY - Date Condition Report By EG0992 HISTORY - 1965 MONUMENTED MSHD EG0992 HISTORY - 1966 GOOD MSHD EG0992 HISTORY - 20030930 GOOD USACE EG0992 EG0992 STATION DESCRIPTION EG0992 EG0992'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0992'2.91 MI NW FROM POTTS CAMP. EG0992'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON EG0992'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE EG0992'NORTHWEST ON U.S. HIGHWAY 78 FOR 1.34 MILES TO A CONCRETE BRIDGE OVER EG0992'THE SAN FRANCISCO RAILROAD AND THE MARK IS IN THE NORTH CORNER OF THE EG0992'BRIDGE. THE MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE. IT IS EG0992'14.5 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 78, 1.3 FEET EAST OF EG0992'A METAL WITNESS POST, AND ABOUT LEVEL WITH U.S. HIGHWAY 78. EG0992 EG0992 STATION RECOVERY (2003) EG0992 EG0992'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0992'MARK IS AT NORTHWEST CORNER OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG0996 *********************************************************************** EG0996 DESIGNATION - 78 V 94 EG0996 PID - EG0996 EG0996 STATE/COUNTY- MS/MARSHALL EG0996 USGS QUAD - POTTS CAMP (1982) EG0996 EG0996 *CURRENT SURVEY CONTROL EG0996 ___________________________________________________________________ EG0996* NAD 83(1986)- 34 41 50. (N) 089 22 24. (W) SCALED EG0996* NAVD 88 - 140.962 (meters) 462.47 (feet) ADJUSTED EG0996 ___________________________________________________________________ EG0996 GEOID HEIGHT- -27.26 (meters) GEOID99 EG0996 DYNAMIC HT - 140.825 (meters) 462.02 (feet) COMP EG0996 MODELED GRAV- 979,661.5 (mgal) NAVD 88 EG0996 EG0996 VERT ORDER - SECOND CLASS 0 EG0996 EG0996.The horizontal coordinates were scaled from a topographic map and have EG0996.an estimated accuracy of +/- 6 seconds. EG0996 EG0996.The orthometric height was determined by differential leveling EG0996.and adjusted by the National Geodetic Survey in June 1991. EG0996 EG0996.The geoid height was determined by GEOID99. EG0996 EG0996.The dynamic height is computed by dividing the NAVD 88 EG0996.geopotential number by the normal gravity value computed on the EG0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0996.degrees latitude (g = 980.6199 gals.). EG0996 EG0996.The modeled gravity was interpolated from observed gravity values. EG0996 EG0996; North East Units Estimated Accuracy EG0996;SPC MS E - 576,420. 250,530. MT (+/- 180 meters Scaled) EG0996 EG0996 SUPERSEDED SURVEY CONTROL EG0996 EG0996 NGVD 29 (??/??/92) 140.917 (m) 462.33 (f) ADJ UNCH 2 0 EG0996 EG0996.Superseded values are not recommended for survey control. EG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0996.See file dsdata.txt to determine how the superseded data were derived. EG0996 EG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD826420(NAD 83) EG0996_MARKER: DD = SURVEY DISK EG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0996_STAMPING: 78 V - 94 1965 EG0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0996+STABILITY: SURFACE MOTION EG0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0996+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003 EG0996 EG0996 HISTORY - Date Condition Report By EG0996 HISTORY - 1965 MONUMENTED MSHD EG0996 HISTORY - 1966 GOOD MSHD EG0996 HISTORY - 20030930 GOOD USACE EG0996 EG0996 STATION DESCRIPTION EG0996 EG0996'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0996'6.27 MI NW FROM POTTS CAMP. EG0996'TO REACH FROM THE POTTS CAMP HIGH SCHOOL IN POTTS CAMP GO NORTHWEST ON EG0996'U.S. HIGHWAY 78 FOR 1.57 MILES TO THE TIPPAN CREEK BRIDGE, CONTINUE EG0996'NORTHWEST ON U.S. HIGHWAY 78 FOR 4.70 MILES TO THE MARK ON THE RIGHT. EG0996'THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE POST. EG0996'IT IS 53.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 4.4 EG0996'FEET SOUTHEAST OF A 30 INCH OAK, 1 FOOT NORTHWEST OF A METAL WITNESS EG0996'POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3 EG0996'INCHES. EG0996 EG0996 STATION RECOVERY (2003) EG0996 EG0996'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0996'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1193 *********************************************************************** EG1193 DESIGNATION - BYHALIA RM 1 EG1193 PID - EG1193 EG1193 STATE/COUNTY- MS/MARSHALL EG1193 USGS QUAD - BYHALIA (1971) EG1193 EG1193 *CURRENT SURVEY CONTROL EG1193 ___________________________________________________________________ EG1193* NAD 83(1986)- 34 52 23. (N) 089 41 49. (W) SCALED EG1193* NAVD 88 - 122.099 (meters) 400.59 (feet) ADJUSTED EG1193 ___________________________________________________________________ EG1193 GEOID HEIGHT- -27.42 (meters) GEOID99 EG1193 DYNAMIC HT - 121.982 (meters) 400.20 (feet) COMP EG1193 MODELED GRAV- 979,679.5 (mgal) NAVD 88 EG1193 EG1193 VERT ORDER - SECOND CLASS 0 EG1193 EG1193.The horizontal coordinates were scaled from a topographic map and have EG1193.an estimated accuracy of +/- 6 seconds. EG1193 EG1193.The orthometric height was determined by differential leveling EG1193.and adjusted by the National Geodetic Survey in June 1991. EG1193 EG1193.The geoid height was determined by GEOID99. EG1193 EG1193.The dynamic height is computed by dividing the NAVD 88 EG1193.geopotential number by the normal gravity value computed on the EG1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1193.degrees latitude (g = 980.6199 gals.). EG1193 EG1193.The modeled gravity was interpolated from observed gravity values. EG1193 EG1193; North East Units Estimated Accuracy EG1193;SPC MS E - 596,130. 221,040. MT (+/- 180 meters Scaled) EG1193 EG1193 SUPERSEDED SURVEY CONTROL EG1193 EG1193 NGVD 29 (??/??/92) 122.056 (m) 400.45 (f) ADJ UNCH 2 0 EG1193 EG1193.Superseded values are not recommended for survey control. EG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1193.See file dsdata.txt to determine how the superseded data were derived. EG1193 EG1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD534622(NAD 83) EG1193_MARKER: DR = REFERENCE MARK DISK EG1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1193_STAMPING: BYHALIA NO 1 1955 EG1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1193+STABILITY: SURFACE MOTION EG1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1193+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 EG1193 EG1193 HISTORY - Date Condition Report By EG1193 HISTORY - 1955 MONUMENTED CGS EG1193 HISTORY - 1971 GOOD NGS EG1193 HISTORY - 19811001 GOOD MSSU EG1193 HISTORY - 20031001 GOOD USACE EG1193 EG1193 STATION DESCRIPTION EG1193 EG1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EG1193'IN BYHALIA. EG1193'0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE CROSSROAD AND STOP LIGHT EG1193'IN BYHALIA AT THE SITE OF THE NEW MUNICIPAL WATER TANK ON TOP OF THE EG1193'HILL, 1 FOOT WEST OF THE WEST CEMETERY FENCE, 53 FEET NORTH OF THE EG1193'WEST ENTRANCE TO THE CEMETERY, 17 FEET NORTH-NORTHWEST OF THE NORTH EG1193'WEST CORNER OF THE JONES HEADSTONE, AND 1.5 FEET NORTH OF A METAL EG1193'WITNESS POST. IT IS A REFERENCE MARK DISK SET IN TOP OF A CONCRETE EG1193'POST PROJECTING 8 INCHES. EG1193 EG1193 STATION RECOVERY (1981) EG1193 EG1193'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) EG1193'RECOVERED IN GOOD CONDITION. EG1193 EG1193 STATION RECOVERY (2003) EG1193 EG1193'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1193'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1021 *********************************************************************** EG1021 DESIGNATION - T 39 EG1021 PID - EG1021 EG1021 STATE/COUNTY- MS/MARSHALL EG1021 USGS QUAD - POTTS CAMP (1982) EG1021 EG1021 *CURRENT SURVEY CONTROL EG1021 ___________________________________________________________________ EG1021* NAD 83(1986)- 34 41 25. (N) 089 20 32. (W) SCALED EG1021* NAVD 88 - 102.428 (meters) 336.05 (feet) ADJUSTED EG1021 ___________________________________________________________________ EG1021 GEOID HEIGHT- -27.25 (meters) GEOID99 EG1021 DYNAMIC HT - 102.329 (meters) 335.72 (feet) COMP EG1021 MODELED GRAV- 979,664.2 (mgal) NAVD 88 EG1021 EG1021 VERT ORDER - SECOND CLASS 0 EG1021 EG1021.The horizontal coordinates were scaled from a topographic map and have EG1021.an estimated accuracy of +/- 6 seconds. EG1021 EG1021.The orthometric height was determined by differential leveling EG1021.and adjusted by the National Geodetic Survey in June 1991. EG1021 EG1021.The geoid height was determined by GEOID99. EG1021 EG1021.The dynamic height is computed by dividing the NAVD 88 EG1021.geopotential number by the normal gravity value computed on the EG1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1021.degrees latitude (g = 980.6199 gals.). EG1021 EG1021.The modeled gravity was interpolated from observed gravity values. EG1021 EG1021; North East Units Estimated Accuracy EG1021;SPC MS E - 575,630. 253,370. MT (+/- 180 meters Scaled) EG1021 EG1021 SUPERSEDED SURVEY CONTROL EG1021 EG1021 NGVD 29 (??/??/92) 102.421 (m) 336.03 (f) ADJ UNCH 2 0 EG1021 EG1021.Superseded values are not recommended for survey control. EG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1021.See file dsdata.txt to determine how the superseded data were derived. EG1021 EG1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD854411(NAD 83) EG1021_MARKER: DB = BENCH MARK DISK EG1021_SETTING: 0 = UNSPECIFIED SETTING EG1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1021 EG1021 HISTORY - Date Condition Report By EG1021 HISTORY - UNK MONUMENTED CGS EG1021 HISTORY - 1966 GOOD MSHD EG1021 HISTORY - 20030930 MARK NOT FOUND USACE EG1021 EG1021 STATION DESCRIPTION EG1021 EG1021'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1021'8.3 MI SE FROM HOLLY SPRINGS. EG1021'LOCATED ABOUT 8.3 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO EG1021'RAILWAY FROM THE STATION AT HOLLY SPRINGS. IT IS APPROXIMATELY 250 EG1021'FEET SOUTHEAST OF A PRIVATE ROAD CROSSING, 150 FEET NORTHWEST OF EG1021'MILEPOST 537, AND 42 FEET WEST OF THE CENTER OF THE TRACK. EG1021 EG1021 STATION RECOVERY (2003) EG1021 EG1021'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1021'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EG1023 *********************************************************************** EG1023 DESIGNATION - V 39 EG1023 PID - EG1023 EG1023 STATE/COUNTY- MS/MARSHALL EG1023 USGS QUAD - POTTS CAMP (1982) EG1023 EG1023 *CURRENT SURVEY CONTROL EG1023 ___________________________________________________________________ EG1023* NAD 83(1986)- 34 38 44. (N) 089 18 28. (W) SCALED EG1023* NAVD 88 - 102.810 (meters) 337.30 (feet) ADJUSTED EG1023 ___________________________________________________________________ EG1023 GEOID HEIGHT- -27.15 (meters) GEOID99 EG1023 DYNAMIC HT - 102.711 (meters) 336.98 (feet) COMP EG1023 MODELED GRAV- 979,673.0 (mgal) NAVD 88 EG1023 EG1023 VERT ORDER - SECOND CLASS 0 EG1023 EG1023.The horizontal coordinates were scaled from a topographic map and have EG1023.an estimated accuracy of +/- 6 seconds. EG1023 EG1023.The orthometric height was determined by differential leveling EG1023.and adjusted by the National Geodetic Survey in June 1991. EG1023 EG1023.The geoid height was determined by GEOID99. EG1023 EG1023.The dynamic height is computed by dividing the NAVD 88 EG1023.geopotential number by the normal gravity value computed on the EG1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1023.degrees latitude (g = 980.6199 gals.). EG1023 EG1023.The modeled gravity was interpolated from observed gravity values. EG1023 EG1023; North East Units Estimated Accuracy EG1023;SPC MS E - 570,660. 256,510. MT (+/- 180 meters Scaled) EG1023 EG1023 SUPERSEDED SURVEY CONTROL EG1023 EG1023 NGVD 29 (??/??/92) 102.780 (m) 337.20 (f) ADJ UNCH 2 0 EG1023 EG1023.Superseded values are not recommended for survey control. EG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1023.See file dsdata.txt to determine how the superseded data were derived. EG1023 EG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD884361(NAD 83) EG1023_MARKER: DB = BENCH MARK DISK EG1023_SETTING: 0 = UNSPECIFIED SETTING EG1023_STAMPING: V 39 (1934) EG1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1023 EG1023 HISTORY - Date Condition Report By EG1023 HISTORY - 1934 MONUMENTED CGS EG1023 HISTORY - 1966 GOOD MSHD EG1023 HISTORY - 20030930 MARK NOT FOUND USACE EG1023 EG1023 STATION DESCRIPTION EG1023 EG1023'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1023'IN POTTS CAMP. EG1023'TO REACH FROM THE U.S. POST OFFICE IN HICKORY FLAT GO NORTH ON A EG1023'BLACKTOP STREET FOR 0.3 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN EG1023'LEFT AND GO 7.2 MILES TO HIGHWAY 349 ON THE LEFT, TURN LEFT AND GO 0.1 EG1023'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE POTTS EG1023'CAMP WATER TANK AND THE MARK IS ON THE LEFT APPROXIMATELY 200 FEET EG1023'WEST OF THE U.S. POST OFFICE IN POTTS CAMP. IT IS 312 FEET NORTHWEST EG1023'OF THE RAILROAD STATION, 68 FEET SOUTHWEST OF THE CENTER OF GRAVEL EG1023'STREET, 59.3 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE WATER TANK, 57 EG1023'FEET NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK, 14.6 FEET EG1023'SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS EG1023'POST. EG1023 EG1023 STATION RECOVERY (2003) EG1023 EG1023'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1023'MARK NOT FOUND.