1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1003 *********************************************************************** EG1003 DESIGNATION - 78 V 101 EG1003 PID - EG1003 EG1003 STATE/COUNTY- MS/MARSHALL EG1003 USGS QUAD - HOLLY SPRINGS (1975) EG1003 EG1003 *CURRENT SURVEY CONTROL EG1003 ___________________________________________________________________ EG1003* NAD 83(1986)- 34 45 37. (N) 089 25 49. (W) SCALED EG1003* NAVD 88 - 182.673 (meters) 599.32 (feet) ADJUSTED EG1003 ___________________________________________________________________ EG1003 GEOID HEIGHT- -27.35 (meters) GEOID99 EG1003 DYNAMIC HT - 182.495 (meters) 598.74 (feet) COMP EG1003 MODELED GRAV- 979,655.2 (mgal) NAVD 88 EG1003 EG1003 VERT ORDER - SECOND CLASS 0 EG1003 EG1003.The horizontal coordinates were scaled from a topographic map and have EG1003.an estimated accuracy of +/- 6 seconds. EG1003 EG1003.The orthometric height was determined by differential leveling EG1003.and adjusted by the National Geodetic Survey in June 1991. EG1003 EG1003.The geoid height was determined by GEOID99. EG1003 EG1003.The dynamic height is computed by dividing the NAVD 88 EG1003.geopotential number by the normal gravity value computed on the EG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1003.degrees latitude (g = 980.6199 gals.). EG1003 EG1003.The modeled gravity was interpolated from observed gravity values. EG1003 EG1003; North East Units Estimated Accuracy EG1003;SPC MS E - 583,440. 245,350. MT (+/- 180 meters Scaled) EG1003 EG1003 SUPERSEDED SURVEY CONTROL EG1003 EG1003 NGVD 29 (??/??/92) 182.613 (m) 599.12 (f) ADJ UNCH 2 0 EG1003 EG1003.Superseded values are not recommended for survey control. EG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1003.See file dsdata.txt to determine how the superseded data were derived. EG1003 EG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD775491(NAD 83) EG1003_MARKER: DD = SURVEY DISK EG1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1003_STAMPING: 78 V -101 1965 EG1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1003+STABILITY: SURFACE MOTION EG1003 EG1003 HISTORY - Date Condition Report By EG1003 HISTORY - 1965 MONUMENTED MSHD EG1003 HISTORY - 1966 GOOD MSHD EG1003 HISTORY - 20030915 MARK NOT FOUND USACE EG1003 EG1003 STATION DESCRIPTION EG1003 EG1003'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1003'1.28 MI SE FROM HOLLY SPRINGS. EG1003'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1003'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL EG1003'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 0.43 MILES TO THE MARK ON EG1003'THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, EG1003'CONCRETE POST. IT IS 68.7 FEET SOUTHWEST OF CENTERLINE OF U.S. EG1003'HIGHWAY 78, 56.8 FEET WEST OF A POWER POLE, 1.4 FEET SOUTHEAST OF A EG1003'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND EG1003'PROJECTS 3 INCHES. EG1003 EG1003 STATION RECOVERY (2003) EG1003 EG1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1003'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1011 *********************************************************************** EG1011 DESIGNATION - 78 V 102 EG1011 PID - EG1011 EG1011 STATE/COUNTY- MS/MARSHALL EG1011 USGS QUAD - HOLLY SPRINGS (1975) EG1011 EG1011 *CURRENT SURVEY CONTROL EG1011 ___________________________________________________________________ EG1011* NAD 83(1986)- 34 46 43. (N) 089 26 55. (W) SCALED EG1011* NAVD 88 - 169.836 (meters) 557.20 (feet) ADJUSTED EG1011 ___________________________________________________________________ EG1011 GEOID HEIGHT- -27.37 (meters) GEOID99 EG1011 DYNAMIC HT - 169.670 (meters) 556.66 (feet) COMP EG1011 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1011 EG1011 VERT ORDER - SECOND CLASS 0 EG1011 EG1011.The horizontal coordinates were scaled from a topographic map and have EG1011.an estimated accuracy of +/- 6 seconds. EG1011 EG1011.The orthometric height was determined by differential leveling EG1011.and adjusted by the National Geodetic Survey in June 1991. EG1011 EG1011.The geoid height was determined by GEOID99. EG1011 EG1011.The dynamic height is computed by dividing the NAVD 88 EG1011.geopotential number by the normal gravity value computed on the EG1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1011.degrees latitude (g = 980.6199 gals.). EG1011 EG1011.The modeled gravity was interpolated from observed gravity values. EG1011 EG1011; North East Units Estimated Accuracy EG1011;SPC MS E - 585,490. 243,680. MT (+/- 180 meters Scaled) EG1011 EG1011 SUPERSEDED SURVEY CONTROL EG1011 EG1011 NGVD 29 (??/??/92) 169.770 (m) 556.99 (f) ADJ UNCH 2 0 EG1011 EG1011.Superseded values are not recommended for survey control. EG1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1011.See file dsdata.txt to determine how the superseded data were derived. EG1011 EG1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759512(NAD 83) EG1011_MARKER: DD = SURVEY DISK EG1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1011_STAMPING: 78 V - 102 1965 EG1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1011+STABILITY: SURFACE MOTION EG1011 EG1011 HISTORY - Date Condition Report By EG1011 HISTORY - 1965 MONUMENTED MSHD EG1011 HISTORY - 1966 GOOD MSHD EG1011 HISTORY - 20030915 MARK NOT FOUND USACE EG1011 EG1011 STATION DESCRIPTION EG1011 EG1011'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1011'0.77 MI NW FROM HOLLY SPRINGS. EG1011'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1011'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1011'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES EG1011'AND THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 EG1011'INCH ROUND, CONCRETE POST. IT IS 100.0 FEET NORTHEAST OF THE EG1011'CENTERLINE OF U.S. HIGHWAY 78, 29.0 FEET NORTHWEST OF THE CENTERLINE EG1011'OF U.S. HIGHWAY 7, 8.9 FEET SOUTH OF A POWER POLE, 1.3 FEET NORTHWEST EG1011'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, EG1011'AND PROJECTS 4 INCHES. EG1011 EG1011 STATION RECOVERY (2003) EG1011 EG1011'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1011'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1012 *********************************************************************** EG1012 DESIGNATION - 78 V 103 EG1012 PID - EG1012 EG1012 STATE/COUNTY- MS/MARSHALL EG1012 USGS QUAD - HOLLY SPRINGS (1975) EG1012 EG1012 *CURRENT SURVEY CONTROL EG1012 ___________________________________________________________________ EG1012* NAD 83(1986)- 34 47 04. (N) 089 27 38. (W) SCALED EG1012* NAVD 88 - 164.322 (meters) 539.11 (feet) ADJUSTED EG1012 ___________________________________________________________________ EG1012 GEOID HEIGHT- -27.38 (meters) GEOID99 EG1012 DYNAMIC HT - 164.162 (meters) 538.59 (feet) COMP EG1012 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1012 EG1012 VERT ORDER - SECOND CLASS 0 EG1012 EG1012.The horizontal coordinates were scaled from a topographic map and have EG1012.an estimated accuracy of +/- 6 seconds. EG1012 EG1012.The orthometric height was determined by differential leveling EG1012.and adjusted by the National Geodetic Survey in June 1991. EG1012 EG1012.The geoid height was determined by GEOID99. EG1012 EG1012.The dynamic height is computed by dividing the NAVD 88 EG1012.geopotential number by the normal gravity value computed on the EG1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1012.degrees latitude (g = 980.6199 gals.). EG1012 EG1012.The modeled gravity was interpolated from observed gravity values. EG1012 EG1012; North East Units Estimated Accuracy EG1012;SPC MS E - 586,140. 242,600. MT (+/- 180 meters Scaled) EG1012 EG1012 SUPERSEDED SURVEY CONTROL EG1012 EG1012 NGVD 29 (??/??/92) 164.259 (m) 538.91 (f) ADJ UNCH 2 0 EG1012 EG1012.Superseded values are not recommended for survey control. EG1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1012.See file dsdata.txt to determine how the superseded data were derived. EG1012 EG1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD748518(NAD 83) EG1012_MARKER: DD = SURVEY DISK EG1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1012_STAMPING: 78 V - 103 1965 EG1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1012+STABILITY: SURFACE MOTION EG1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1012+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1012 EG1012 HISTORY - Date Condition Report By EG1012 HISTORY - 1965 MONUMENTED MSHD EG1012 HISTORY - 1966 GOOD MSHD EG1012 HISTORY - 20030915 GOOD USACE EG1012 EG1012 STATION DESCRIPTION EG1012 EG1012'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1012'1.57 MI NW FROM HOLLY SPRINGS. EG1012'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1012'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1012'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES, EG1012'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 0.80 MILES TO THE MARK ON EG1012'THE LEFT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, EG1012'CONCRETE POST. IT IS 47.3 FEET SOUTHWEST OF THE CENTERLINE OF U.S. EG1012'HIGHWAYY 78, 9.6 FEET NORTH OF A POWER POLE, 3.0 FEET NORTH OF A EG1012'FENCE, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE EG1012'LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3 INCHES. EG1012 EG1012 STATION RECOVERY (2003) EG1012 EG1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1012'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1013 *********************************************************************** EG1013 DESIGNATION - 78 V 104 EG1013 PID - EG1013 EG1013 STATE/COUNTY- MS/MARSHALL EG1013 USGS QUAD - HOLLY SPRINGS (1975) EG1013 EG1013 *CURRENT SURVEY CONTROL EG1013 ___________________________________________________________________ EG1013* NAD 83(1986)- 34 47 29. (N) 089 28 29. (W) SCALED EG1013* NAVD 88 - 169.101 (meters) 554.79 (feet) ADJUSTED EG1013 ___________________________________________________________________ EG1013 GEOID HEIGHT- -27.38 (meters) GEOID99 EG1013 DYNAMIC HT - 168.936 (meters) 554.25 (feet) COMP EG1013 MODELED GRAV- 979,655.6 (mgal) NAVD 88 EG1013 EG1013 VERT ORDER - SECOND CLASS 0 EG1013 EG1013.The horizontal coordinates were scaled from a topographic map and have EG1013.an estimated accuracy of +/- 6 seconds. EG1013 EG1013.The orthometric height was determined by differential leveling EG1013.and adjusted by the National Geodetic Survey in June 1991. EG1013 EG1013.The geoid height was determined by GEOID99. EG1013 EG1013.The dynamic height is computed by dividing the NAVD 88 EG1013.geopotential number by the normal gravity value computed on the EG1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1013.degrees latitude (g = 980.6199 gals.). EG1013 EG1013.The modeled gravity was interpolated from observed gravity values. EG1013 EG1013; North East Units Estimated Accuracy EG1013;SPC MS E - 586,920. 241,300. MT (+/- 180 meters Scaled) EG1013 EG1013 SUPERSEDED SURVEY CONTROL EG1013 EG1013 NGVD 29 (??/??/92) 169.039 (m) 554.59 (f) ADJ UNCH 2 0 EG1013 EG1013.Superseded values are not recommended for survey control. EG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1013.See file dsdata.txt to determine how the superseded data were derived. EG1013 EG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD735527(NAD 83) EG1013_MARKER: DD = SURVEY DISK EG1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1013_STAMPING: 78 V - 104 1965 EG1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1013+STABILITY: SURFACE MOTION EG1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1013+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1013 EG1013 HISTORY - Date Condition Report By EG1013 HISTORY - 1965 MONUMENTED MSHD EG1013 HISTORY - 1966 GOOD MSHD EG1013 HISTORY - 20030915 GOOD USACE EG1013 EG1013 STATION DESCRIPTION EG1013 EG1013'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1013'2.52 MI NW FROM HOLLY SPRINGS. EG1013'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1013'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1013'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AT THE MISSISSIPPI TRUCK SCALES, EG1013'CONTINUE NORTHWEST ON HIGHWAY 78 FOR 1.75 MILES TO THE MARK ON THE EG1013'RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, CONCRETE EG1013'POST. IT IS 38.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, EG1013'4.8 FEET NORTHWEST OF A 3 INCH PINE TREE, 1.4 FEET NORTHWEST OF A EG1013'METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND EG1013'PROJECTS 4 INCHES. EG1013 EG1013 STATION RECOVERY (2003) EG1013 EG1013'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1013'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1014 *********************************************************************** EG1014 DESIGNATION - 78 V 105 EG1014 PID - EG1014 EG1014 STATE/COUNTY- MS/MARSHALL EG1014 USGS QUAD - HOLLY SPRINGS (1975) EG1014 EG1014 *CURRENT SURVEY CONTROL EG1014 ___________________________________________________________________ EG1014* NAD 83(1986)- 34 47 51. (N) 089 29 18. (W) SCALED EG1014* NAVD 88 - 155.773 (meters) 511.07 (feet) ADJUSTED EG1014 ___________________________________________________________________ EG1014 GEOID HEIGHT- -27.39 (meters) GEOID99 EG1014 DYNAMIC HT - 155.621 (meters) 510.57 (feet) COMP EG1014 MODELED GRAV- 979,657.4 (mgal) NAVD 88 EG1014 EG1014 VERT ORDER - SECOND CLASS 0 EG1014 EG1014.The horizontal coordinates were scaled from a topographic map and have EG1014.an estimated accuracy of +/- 6 seconds. EG1014 EG1014.The orthometric height was determined by differential leveling EG1014.and adjusted by the National Geodetic Survey in June 1991. EG1014 EG1014.The geoid height was determined by GEOID99. EG1014 EG1014.The dynamic height is computed by dividing the NAVD 88 EG1014.geopotential number by the normal gravity value computed on the EG1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1014.degrees latitude (g = 980.6199 gals.). EG1014 EG1014.The modeled gravity was interpolated from observed gravity values. EG1014 EG1014; North East Units Estimated Accuracy EG1014;SPC MS E - 587,610. 240,060. MT (+/- 180 meters Scaled) EG1014 EG1014 SUPERSEDED SURVEY CONTROL EG1014 EG1014 NGVD 29 (??/??/92) 155.713 (m) 510.87 (f) ADJ UNCH 2 0 EG1014 EG1014.Superseded values are not recommended for survey control. EG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1014.See file dsdata.txt to determine how the superseded data were derived. EG1014 EG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD723534(NAD 83) EG1014_MARKER: DD = SURVEY DISK EG1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1014_STAMPING: 78V -105 1965 EG1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1014+STABILITY: SURFACE MOTION EG1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1014+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1014 EG1014 HISTORY - Date Condition Report By EG1014 HISTORY - 1965 MONUMENTED MSHD EG1014 HISTORY - 1966 GOOD MSHD EG1014 HISTORY - 20030915 GOOD USACE EG1014 EG1014 STATION DESCRIPTION EG1014 EG1014'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1014'3.40 MI NW FROM HOLLY SPRINGS. EG1014'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1014'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1014'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1014'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 2.63 MILES TO A ROADSIDE EG1014'PARK AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP OF A EG1014'12 INCH ROUND, CONCRETE POST. IT IS 50.9 FEET SOUTHWEST OF THE EG1014'CENTERLINE OF U.S. HIGHWAY 78, 23.9 FEET NORTH OF 18 INCH OAK TREE, EG1014'3.3 FEET SOUTHEAST OF A POWER POLE, 1.1 FEET SOUTHEAST OF A METAL EG1014'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS EG1014'3 INCHES. EG1014 EG1014 STATION RECOVERY (2003) EG1014 EG1014'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1014'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1015 *********************************************************************** EG1015 DESIGNATION - 78 V 106 EG1015 PID - EG1015 EG1015 STATE/COUNTY- MS/MARSHALL EG1015 USGS QUAD - HOLLY SPRINGS (1975) EG1015 EG1015 *CURRENT SURVEY CONTROL EG1015 ___________________________________________________________________ EG1015* NAD 83(1986)- 34 48 12. (N) 089 29 59. (W) SCALED EG1015* NAVD 88 - 156.264 (meters) 512.68 (feet) ADJUSTED EG1015 ___________________________________________________________________ EG1015 GEOID HEIGHT- -27.39 (meters) GEOID99 EG1015 DYNAMIC HT - 156.112 (meters) 512.18 (feet) COMP EG1015 MODELED GRAV- 979,659.1 (mgal) NAVD 88 EG1015 EG1015 VERT ORDER - SECOND CLASS 0 EG1015 EG1015.The horizontal coordinates were scaled from a topographic map and have EG1015.an estimated accuracy of +/- 6 seconds. EG1015 EG1015.The orthometric height was determined by differential leveling EG1015.and adjusted by the National Geodetic Survey in June 1991. EG1015 EG1015.The geoid height was determined by GEOID99. EG1015 EG1015.The dynamic height is computed by dividing the NAVD 88 EG1015.geopotential number by the normal gravity value computed on the EG1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1015.degrees latitude (g = 980.6199 gals.). EG1015 EG1015.The modeled gravity was interpolated from observed gravity values. EG1015 EG1015; North East Units Estimated Accuracy EG1015;SPC MS E - 588,260. 239,020. MT (+/- 180 meters Scaled) EG1015 EG1015 SUPERSEDED SURVEY CONTROL EG1015 EG1015 NGVD 29 (??/??/92) 156.206 (m) 512.49 (f) ADJ UNCH 2 0 EG1015 EG1015.Superseded values are not recommended for survey control. EG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1015.See file dsdata.txt to determine how the superseded data were derived. EG1015 EG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD713540(NAD 83) EG1015_MARKER: DD = SURVEY DISK EG1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1015_STAMPING: 78V-106 1965 EG1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1015+STABILITY: SURFACE MOTION EG1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1015+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1015 EG1015 HISTORY - Date Condition Report By EG1015 HISTORY - 1965 MONUMENTED MSHD EG1015 HISTORY - 1966 GOOD MSHD EG1015 HISTORY - 20030915 GOOD USACE EG1015 EG1015 STATION DESCRIPTION EG1015 EG1015'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1015'4.35 MI NW FROM HOLLY SPRINGS. EG1015'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1015'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1015'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1015'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 3.58 MILES TO THE MARK ON EG1015'THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND EG1015'CONCRETE POST. IT IS 85.0 FEET NORTHWEST OF THE CENTERLINE OF A EG1015'DRIVEWAY LEADING TO A HOUSE, 43.4 FEET NORTHEAST OF THE CENTERLINE OF EG1015'U.S. HIGHWAY 78, 5.9 FEET SOUTH OF A FENCE, 1.1 FEET NORTHWEST OF A EG1015'METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND EG1015'PROJECTS 3 INCHES. EG1015 EG1015 STATION RECOVERY (2003) EG1015 EG1015'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0997 *********************************************************************** EG0997 DESIGNATION - 78 V 95 EG0997 PID - EG0997 EG0997 STATE/COUNTY- MS/MARSHALL EG0997 USGS QUAD - WATERFORD (1982) EG0997 EG0997 *CURRENT SURVEY CONTROL EG0997 ___________________________________________________________________ EG0997* NAD 83(1986)- 34 42 17. (N) 089 23 05. (W) SCALED EG0997* NAVD 88 - 127.777 (meters) 419.21 (feet) ADJUSTED EG0997 ___________________________________________________________________ EG0997 GEOID HEIGHT- -27.27 (meters) GEOID99 EG0997 DYNAMIC HT - 127.653 (meters) 418.81 (feet) COMP EG0997 MODELED GRAV- 979,663.9 (mgal) NAVD 88 EG0997 EG0997 VERT ORDER - SECOND CLASS 0 EG0997 EG0997.The horizontal coordinates were scaled from a topographic map and have EG0997.an estimated accuracy of +/- 6 seconds. EG0997 EG0997.The orthometric height was determined by differential leveling EG0997.and adjusted by the National Geodetic Survey in June 1991. EG0997 EG0997.The geoid height was determined by GEOID99. EG0997 EG0997.The dynamic height is computed by dividing the NAVD 88 EG0997.geopotential number by the normal gravity value computed on the EG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0997.degrees latitude (g = 980.6199 gals.). EG0997 EG0997.The modeled gravity was interpolated from observed gravity values. EG0997 EG0997; North East Units Estimated Accuracy EG0997;SPC MS E - 577,260. 249,490. MT (+/- 180 meters Scaled) EG0997 EG0997 SUPERSEDED SURVEY CONTROL EG0997 EG0997 NGVD 29 (??/??/92) 127.731 (m) 419.06 (f) ADJ UNCH 2 0 EG0997 EG0997.Superseded values are not recommended for survey control. EG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0997.See file dsdata.txt to determine how the superseded data were derived. EG0997 EG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD815428(NAD 83) EG0997_MARKER: DD = SURVEY DISK EG0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0997_STAMPING: 78 V - 95 1965 EG0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0997+STABILITY: SURFACE MOTION EG0997 EG0997 HISTORY - Date Condition Report By EG0997 HISTORY - 1965 MONUMENTED MSHD EG0997 HISTORY - 1966 GOOD MSHD EG0997 HISTORY - 20030924 MARK NOT FOUND USACE EG0997 EG0997 STATION DESCRIPTION EG0997 EG0997'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0997'6.70 MI SE FROM HOLLY SPRINGS. EG0997'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG0997'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL EG0997'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 5.85 MILES TO A SMALL ROAD EG0997'ON THE LEFT AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE EG0997'TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 40.8 FEET SOUTHWEST OF EG0997'THE SOUTHWEST RAIL ON THE MAIN LINE OF THE SAN FRANCISCO RAILROAD, EG0997'34.9 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 78, 20.6 FEET EG0997'SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 5.5 FEET NORTH OF A EG0997'MISSISSIPPI LAW STOP SIGN, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, EG0997'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 4 INCHES. EG0997 EG0997 STATION RECOVERY (2003) EG0997 EG0997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0997'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0998 *********************************************************************** EG0998 DESIGNATION - 78 V 96 EG0998 PID - EG0998 EG0998 STATE/COUNTY- MS/MARSHALL EG0998 USGS QUAD - WATERFORD (1982) EG0998 EG0998 *CURRENT SURVEY CONTROL EG0998 ___________________________________________________________________ EG0998* NAD 83(1986)- 34 42 46. (N) 089 23 47. (W) SCALED EG0998* NAVD 88 - 120.272 (meters) 394.59 (feet) ADJUSTED EG0998 ___________________________________________________________________ EG0998 GEOID HEIGHT- -27.29 (meters) GEOID99 EG0998 DYNAMIC HT - 120.156 (meters) 394.21 (feet) COMP EG0998 MODELED GRAV- 979,664.3 (mgal) NAVD 88 EG0998 EG0998 VERT ORDER - SECOND CLASS 0 EG0998 EG0998.The horizontal coordinates were scaled from a topographic map and have EG0998.an estimated accuracy of +/- 6 seconds. EG0998 EG0998.The orthometric height was determined by differential leveling EG0998.and adjusted by the National Geodetic Survey in June 1991. EG0998 EG0998.The geoid height was determined by GEOID99. EG0998 EG0998.The dynamic height is computed by dividing the NAVD 88 EG0998.geopotential number by the normal gravity value computed on the EG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0998.degrees latitude (g = 980.6199 gals.). EG0998 EG0998.The modeled gravity was interpolated from observed gravity values. EG0998 EG0998; North East Units Estimated Accuracy EG0998;SPC MS E - 578,160. 248,420. MT (+/- 180 meters Scaled) EG0998 EG0998 SUPERSEDED SURVEY CONTROL EG0998 EG0998 NGVD 29 (??/??/92) 120.225 (m) 394.44 (f) ADJ UNCH 2 0 EG0998 EG0998.Superseded values are not recommended for survey control. EG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0998.See file dsdata.txt to determine how the superseded data were derived. EG0998 EG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD805438(NAD 83) EG0998_MARKER: DD = SURVEY DISK EG0998_SETTING: 0 = UNSPECIFIED SETTING EG0998_STAMPING: 78 V -96 1965 EG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0998+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003 EG0998 EG0998 HISTORY - Date Condition Report By EG0998 HISTORY - 1965 MONUMENTED MSHD EG0998 HISTORY - 1966 GOOD MSHD EG0998 HISTORY - 20030924 GOOD USACE EG0998 EG0998 STATION DESCRIPTION EG0998 EG0998'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0998'5.80 MI SE FROM HOLLY SPRINGS. EG0998'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG0998'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL EG0998'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 4.95 MILES TO A CONCRETE EG0998'BRIDGE AND THE MARK IN THE SOUTH CORNER. THE MARK IS A DISK SET IN EG0998'CEMENT IN A DRILLED HOLE. IT IS 13.7 FEET SOUTHWEST OF THE CENTERLINE EG0998'OF U.S. HIGHWAY 78, 1.1 FOOT NORTHWEST OF A METAL WITNESS POST, AND EG0998'ABOUT LEVEL WITH U.S. HIGHWAY 78. EG0998 EG0998 STATION RECOVERY (2003) EG0998 EG0998'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0998'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1000 *********************************************************************** EG1000 DESIGNATION - 78 V 98 EG1000 PID - EG1000 EG1000 STATE/COUNTY- MS/MARSHALL EG1000 USGS QUAD - WATERFORD (1982) EG1000 EG1000 *CURRENT SURVEY CONTROL EG1000 ___________________________________________________________________ EG1000* NAD 83(1986)- 34 43 42. (N) 089 25 08. (W) SCALED EG1000* NAVD 88 - 130.328 (meters) 427.58 (feet) ADJUSTED EG1000 ___________________________________________________________________ EG1000 GEOID HEIGHT- -27.30 (meters) GEOID99 EG1000 DYNAMIC HT - 130.201 (meters) 427.17 (feet) COMP EG1000 MODELED GRAV- 979,658.8 (mgal) NAVD 88 EG1000 EG1000 VERT ORDER - SECOND CLASS 0 EG1000 EG1000.The horizontal coordinates were scaled from a topographic map and have EG1000.an estimated accuracy of +/- 6 seconds. EG1000 EG1000.The orthometric height was determined by differential leveling EG1000.and adjusted by the National Geodetic Survey in June 1991. EG1000 EG1000.The geoid height was determined by GEOID99. EG1000 EG1000.The dynamic height is computed by dividing the NAVD 88 EG1000.geopotential number by the normal gravity value computed on the EG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1000.degrees latitude (g = 980.6199 gals.). EG1000 EG1000.The modeled gravity was interpolated from observed gravity values. EG1000 EG1000; North East Units Estimated Accuracy EG1000;SPC MS E - 579,890. 246,370. MT (+/- 180 meters Scaled) EG1000 EG1000 SUPERSEDED SURVEY CONTROL EG1000 EG1000 NGVD 29 (??/??/92) 130.275 (m) 427.41 (f) ADJ UNCH 2 0 EG1000 EG1000.Superseded values are not recommended for survey control. EG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1000.See file dsdata.txt to determine how the superseded data were derived. EG1000 EG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD785455(NAD 83) EG1000_MARKER: DD = SURVEY DISK EG1000_SETTING: 36 = BRIDGE EG1000_STAMPING: 78 V - 98 1965 EG1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1000+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003 EG1000 EG1000 HISTORY - Date Condition Report By EG1000 HISTORY - 1965 MONUMENTED MSHD EG1000 HISTORY - 1966 GOOD MSHD EG1000 HISTORY - 20030924 GOOD USACE EG1000 EG1000 STATION DESCRIPTION EG1000 EG1000'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1000'3.85 MI SE FROM HOLLY SPRINGS. EG1000'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1000'SOUTHEAST ON U.S. HIGHWAY 78 FOR 0.85 MILES TO THE ILLINOIS CENTRAL EG1000'RAILROAD OVERPASS, CONTINUE SOUTHEAST FOR 3.00 MILES TO A CONCRETE EG1000'BRIDGE AND THE MARK IS IN THE SOUTH CORNER. THE MARK IS A DISK SET IN EG1000'CEMENT IN A DRILLED HOLE. IT IS 13.4 FEET SOUTHWEST OF THE CENTERLINE EG1000'OF U.S. HIGHWAY 78, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND EG1000'ABOUT LEVEL WITH U.S. HIGHWAY 78. EG1000 EG1000 STATION RECOVERY (2003) EG1000 EG1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1000'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1004 *********************************************************************** EG1004 DESIGNATION - A 32 EG1004 PID - EG1004 EG1004 STATE/COUNTY- MS/MARSHALL EG1004 USGS QUAD - HOLLY SPRINGS (1975) EG1004 EG1004 *CURRENT SURVEY CONTROL EG1004 ___________________________________________________________________ EG1004* NAD 83(1986)- 34 46 04. (N) 089 26 00. (W) SCALED EG1004* NAVD 88 - 183.789 (meters) 602.98 (feet) ADJUSTED EG1004 ___________________________________________________________________ EG1004 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1004 DYNAMIC HT - 183.610 (meters) 602.39 (feet) COMP EG1004 MODELED GRAV- 979,654.8 (mgal) NAVD 88 EG1004 EG1004 VERT ORDER - SECOND CLASS 0 EG1004 EG1004.The horizontal coordinates were scaled from a topographic map and have EG1004.an estimated accuracy of +/- 6 seconds. EG1004 EG1004.The orthometric height was determined by differential leveling EG1004.and adjusted by the National Geodetic Survey in June 1991. EG1004.WARNING-Repeat measurements at this control monument indicate possible EG1004.vertical movement. EG1004 EG1004.The geoid height was determined by GEOID99. EG1004 EG1004.The dynamic height is computed by dividing the NAVD 88 EG1004.geopotential number by the normal gravity value computed on the EG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1004.degrees latitude (g = 980.6199 gals.). EG1004 EG1004.The modeled gravity was interpolated from observed gravity values. EG1004 EG1004; North East Units Estimated Accuracy EG1004;SPC MS E - 584,280. 245,080. MT (+/- 180 meters Scaled) EG1004 EG1004 SUPERSEDED SURVEY CONTROL EG1004 EG1004 NGVD 29 (??/??/92) 183.727 (m) 602.78 (f) ADJ UNCH 2 0 EG1004 EG1004.Superseded values are not recommended for survey control. EG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1004.See file dsdata.txt to determine how the superseded data were derived. EG1004 EG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773499(NAD 83) EG1004_MARKER: DB = BENCH MARK DISK EG1004_SETTING: 36 = BUILDING EG1004_STAMPING: A 32 (1934) EG1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1004+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1004 EG1004 HISTORY - Date Condition Report By EG1004 HISTORY - 1934 MONUMENTED CGS EG1004 HISTORY - 1966 GOOD MSHD EG1004 HISTORY - 20030915 GOOD USACE EG1004 EG1004 STATION DESCRIPTION EG1004 EG1004'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1004'IN HOLLY SPRINGS. EG1004'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG1004'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT EG1004'AND CONTINUE EAST ON HIGHWAY 78 FOR 0.65 MILE TO A FORK, TAKE THE LEFT EG1004'FORK AND CONTINUE EAST ON EAST VANDORN AVENUE FOR 0.25 MILE TO THE OLD EG1004'DEPOT AND THE MARK ON THE LEFT IN THE EAST BRICK WALL. IT IS 64 FEET EG1004'NORTH OF THE CENTER OF EAST VANDORN AVENUE, 7 FEET SOUTH OF THE SOUTH EG1004'WALL OF THE OLD OFFICE, 4.5 FEET ABOVE THE BRICK PLATFORM, AND 2 FEET EG1004'NORTH OF THE DOOR TO THE OLD WAITING ROOM. EG1004 EG1004 STATION RECOVERY (2003) EG1004 EG1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1004'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1006 *********************************************************************** EG1006 DESIGNATION - B 32 EG1006 PID - EG1006 EG1006 STATE/COUNTY- MS/MARSHALL EG1006 USGS QUAD - HOLLY SPRINGS (1975) EG1006 EG1006 *CURRENT SURVEY CONTROL EG1006 ___________________________________________________________________ EG1006* NAD 83(1986)- 34 46 03. (N) 089 26 52. (W) SCALED EG1006* NAVD 88 - 185.749 (meters) 609.41 (feet) ADJUSTED EG1006 ___________________________________________________________________ EG1006 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1006 DYNAMIC HT - 185.568 (meters) 608.82 (feet) COMP EG1006 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1006 EG1006 VERT ORDER - SECOND CLASS 0 EG1006 EG1006.The horizontal coordinates were scaled from a topographic map and have EG1006.an estimated accuracy of +/- 6 seconds. EG1006 EG1006.The orthometric height was determined by differential leveling EG1006.and adjusted by the National Geodetic Survey in June 1991. EG1006 EG1006.The geoid height was determined by GEOID99. EG1006 EG1006.The dynamic height is computed by dividing the NAVD 88 EG1006.geopotential number by the normal gravity value computed on the EG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1006.degrees latitude (g = 980.6199 gals.). EG1006 EG1006.The modeled gravity was interpolated from observed gravity values. EG1006 EG1006; North East Units Estimated Accuracy EG1006;SPC MS E - 584,250. 243,750. MT (+/- 180 meters Scaled) EG1006 EG1006 SUPERSEDED SURVEY CONTROL EG1006 EG1006 NGVD 29 (??/??/92) 185.685 (m) 609.20 (f) ADJ UNCH 2 0 EG1006 EG1006.Superseded values are not recommended for survey control. EG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1006.See file dsdata.txt to determine how the superseded data were derived. EG1006 EG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759499(NAD 83) EG1006_MARKER: DB = BENCH MARK DISK EG1006_SETTING: 30 = STEP EG1006_STAMPING: B 32 (1934) EG1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1006 EG1006 HISTORY - Date Condition Report By EG1006 HISTORY - 1934 MONUMENTED CGS EG1006 HISTORY - 1966 GOOD MSHD EG1006 HISTORY - 20030915 MARK NOT FOUND USACE EG1006 EG1006 STATION DESCRIPTION EG1006 EG1006'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1006'IN HOLLY SPRINGS. EG1006'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG1006'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78 EAST, TURN EG1006'LEFT AND CONTINUE EAST FOR 0.05 MILE TO COURTHOUSE AND THE MARK ON THE EG1006'LEFT IN THE BOTTOM STEP OF THE SOUTH ENTRANCE TO THE COURTHOUSE. IT IS EG1006'15.5 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE COURTHOUSE AND 0.4 EG1006'FEET SOUTH OF THE SOUTH WALL. EG1006 EG1006 STATION RECOVERY (2003) EG1006 EG1006'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1006'STEPS HAVE BEEN REPAIRED. MARK ASSUMED DESTROYED IN PROCESS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1010 *********************************************************************** EG1010 DESIGNATION - C 32 EG1010 PID - EG1010 EG1010 STATE/COUNTY- MS/MARSHALL EG1010 USGS QUAD - HOLLY SPRINGS (1975) EG1010 EG1010 *CURRENT SURVEY CONTROL EG1010 ___________________________________________________________________ EG1010* NAD 83(1986)- 34 46 06. (N) 089 26 53. (W) SCALED EG1010* NAVD 88 - 185.116 (meters) 607.33 (feet) ADJUSTED EG1010 ___________________________________________________________________ EG1010 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1010 DYNAMIC HT - 184.935 (meters) 606.74 (feet) COMP EG1010 MODELED GRAV- 979,654.5 (mgal) NAVD 88 EG1010 EG1010 VERT ORDER - SECOND CLASS 0 EG1010 EG1010.The horizontal coordinates were scaled from a topographic map and have EG1010.an estimated accuracy of +/- 6 seconds. EG1010 EG1010.The orthometric height was determined by differential leveling EG1010.and adjusted by the National Geodetic Survey in June 1991. EG1010.WARNING-Repeat measurements at this control monument indicate possible EG1010.vertical movement. EG1010 EG1010.The geoid height was determined by GEOID99. EG1010 EG1010.The dynamic height is computed by dividing the NAVD 88 EG1010.geopotential number by the normal gravity value computed on the EG1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1010.degrees latitude (g = 980.6199 gals.). EG1010 EG1010.The modeled gravity was interpolated from observed gravity values. EG1010 EG1010; North East Units Estimated Accuracy EG1010;SPC MS E - 584,350. 243,730. MT (+/- 180 meters Scaled) EG1010 EG1010 SUPERSEDED SURVEY CONTROL EG1010 EG1010 NGVD 29 (??/??/92) 185.049 (m) 607.11 (f) ADJ UNCH 2 0 EG1010 EG1010.Superseded values are not recommended for survey control. EG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1010.See file dsdata.txt to determine how the superseded data were derived. EG1010 EG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD759500(NAD 83) EG1010_MARKER: DB = BENCH MARK DISK EG1010_SETTING: 30 = STEP EG1010_STAMPING: C 32 (1934) EG1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1010+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1010 EG1010 HISTORY - Date Condition Report By EG1010 HISTORY - 1934 MONUMENTED CGS EG1010 HISTORY - 1966 GOOD MSHD EG1010 HISTORY - 20030915 GOOD USACE EG1010 EG1010 STATION DESCRIPTION EG1010 EG1010'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1010'IN HOLLY SPRINGS. EG1010'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN HOLLY SPRINGS GO EG1010'NORTH ON HIGHWAY 7 FOR 0.05 MILE TO THE POST OFFICE AND THE MARK ON EG1010'THE LEFT IN THE NORTH END OF THE BUILT UP PART OF THE TOP STEP OF THE EG1010'ENTRANCE TO THE POST OFFICE. IT IS 17.5 FEET WEST OF THE CENTER OF EG1010'THE SIDEWALK, 10 FEET NORTH OF THE CENTER OF THE ENTRANCE TO THE POST EG1010'OFFICE, AND 2.1 FEET EAST OF THE EAST WALL. EG1010 EG1010 STATION RECOVERY (2003) EG1010 EG1010'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1010'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0952 *********************************************************************** EG0952 DESIGNATION - CHISELED SQUARE USE EG0952 PID - EG0952 EG0952 STATE/COUNTY- MS/MARSHALL EG0952 USGS QUAD - HOLLY SPRINGS (1975) EG0952 EG0952 *CURRENT SURVEY CONTROL EG0952 ___________________________________________________________________ EG0952* NAD 83(1986)- 34 46 17. (N) 089 25 59. (W) SCALED EG0952* NAVD 88 - 179.338 (meters) 588.38 (feet) ADJUSTED EG0952 ___________________________________________________________________ EG0952 GEOID HEIGHT- -27.36 (meters) GEOID99 EG0952 DYNAMIC HT - 179.162 (meters) 587.80 (feet) COMP EG0952 MODELED GRAV- 979,654.7 (mgal) NAVD 88 EG0952 EG0952 VERT ORDER - SECOND CLASS 0 EG0952 EG0952.The horizontal coordinates were scaled from a topographic map and have EG0952.an estimated accuracy of +/- 6 seconds. EG0952 EG0952.The orthometric height was determined by differential leveling EG0952.and adjusted by the National Geodetic Survey in June 1991. EG0952 EG0952.The geoid height was determined by GEOID99. EG0952 EG0952.The dynamic height is computed by dividing the NAVD 88 EG0952.geopotential number by the normal gravity value computed on the EG0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0952.degrees latitude (g = 980.6199 gals.). EG0952 EG0952.The modeled gravity was interpolated from observed gravity values. EG0952 EG0952; North East Units Estimated Accuracy EG0952;SPC MS E - 584,680. 245,100. MT (+/- 180 meters Scaled) EG0952 EG0952 SUPERSEDED SURVEY CONTROL EG0952 EG0952 NGVD 29 (??/??/92) 179.275 (m) 588.17 (f) ADJ UNCH 2 0 EG0952 EG0952.Superseded values are not recommended for survey control. EG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0952.See file dsdata.txt to determine how the superseded data were derived. EG0952 EG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD773503(NAD 83) EG0952_MARKER: Q = CHISELED SQUARE EG0952_SETTING: 36 = FOUNDATION EG0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG0952 EG0952 HISTORY - Date Condition Report By EG0952 HISTORY - UNK MONUMENTED DOD EG0952 HISTORY - 1934 GOOD NGS EG0952 HISTORY - 20030915 MARK NOT FOUND USACE EG0952 EG0952 STATION DESCRIPTION EG0952 EG0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 EG0952'0.3 MI N FROM HOLLY SPRINGS. EG0952'0.3 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT EG0952'HOLLY SPRINGS, MARSHALL COUNTY, 20 FEET SOUTH OF OVERHEAD BRIDGE EG0952'542.6, EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY, AT A SEMWPHORE EG0952'TOWER, AND ON THE TOP OF THE NORTHWEST CORNER OF THE FOUNDATION. A EG0952'CHISELED SQUARE. EG0952 EG0952 STATION RECOVERY (2003) EG0952 EG0952'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0952'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF7957 *********************************************************************** DF7957 DESIGNATION - GR 35008930 DF7957 PID - DF7957 DF7957 STATE/COUNTY- MS/MARSHALL DF7957 USGS QUAD - MT PLEASANT (1971) DF7957 DF7957 *CURRENT SURVEY CONTROL DF7957 ___________________________________________________________________ DF7957* NAD 83(1993)- 34 59 39.02049(N) 089 30 05.80112(W) ADJUSTED DF7957* NAVD 88 - DF7957 ___________________________________________________________________ DF7957 X - 45,500.343 (meters) COMP DF7957 Y - -5,230,681.457 (meters) COMP DF7957 Z - 3,637,394.491 (meters) COMP DF7957 LAPLACE CORR- -0.78 (seconds) DEFLEC99 DF7957 ELLIP HEIGHT- 99.74 (meters) (09/08/03) GPS OBS DF7957 GEOID HEIGHT- -27.57 (meters) GEOID99 DF7957 DF7957 HORZ ORDER - B DF7957 ELLP ORDER - FOURTH CLASS I DF7957 DF7957.The horizontal coordinates were established by GPS observations DF7957.and adjusted by the EMC INCORPORATED in September 2003. DF7957 DF7957 DF7957.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF7957 DF7957.The Laplace correction was computed from DEFLEC99 derived deflections. DF7957 DF7957.The ellipsoidal height was determined by GPS observations DF7957.and is referenced to NAD 83. DF7957 DF7957.The geoid height was determined by GEOID99. DF7957 DF7957; North East Units Scale Converg. DF7957;SPC MS E - 609,430.687 238,992.365 MT 0.99999585 -0 22 59.8 DF7957;UTM 16 - 3,875,256.350 271,682.605 MT 1.00024251 -1 26 07.0 DF7957 DF7957 SUPERSEDED SURVEY CONTROL DF7957 DF7957.No superseded survey control is available for this station. DF7957 DF7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7168375256(NAD 83) DF7957_MARKER: A = ALUMINUM MARKER DF7957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DF7957_STAMPING: GR 35008930 2002 DF7957_MARK LOGO: USACE DF7957_PROJECTION: FLUSH DF7957_MAGNETIC: N = NO MAGNETIC MATERIAL DF7957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF7957+STABILITY: POSITION/ELEVATION WELL DF7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7957+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002 DF7957_ROD/PIPE-DEPTH: 11.9 meters DF7957_SLEEVE-DEPTH : 0.9 meters DF7957 DF7957 HISTORY - Date Condition Report By DF7957 HISTORY - 20020311 MONUMENTED USACE DF7957 DF7957 STATION DESCRIPTION DF7957 DF7957'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG) DF7957'MARK IS LOCATED 3.0 MILES (4.8 KILOMETERS) NORTH OF MOUNT PLEASANT, DF7957'MISSISSIPPI. TO REACH DF7957'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND MISSISSIPPI DF7957'STATE HIGHWAY 311 TO DF7957'THE SOUTH AND ROSSVILLE ROAD TO THE NORTH AT MOUNT PLEASANT, DF7957'MISSISSIPPI, PROCEED DF7957'NORTH ALONG ROSSVILLE ROAD FOR 2.65 MILES (4.3 KILOMETERS) TO ITS DF7957'JUNCTION WITH LINWOOD DF7957'DRIVE TO THE RIGHT AT THE MISSISSIPPI-TENNESSEE STATE LINE. TURN RIGHT DF7957'AND PROCEED EAST DF7957'ALONG LINWOOD DRIVE FOR 0.55 MILES (0.9 KILOMETERS) TO A GATED PASTURE DF7957'ENTRANCE AND THE DF7957'MARK ON THE RIGHT. MARK IS LOCATED 85.5 FEET (26.1 KILOMETERS) SOUTH DF7957'OF LINWOOD DRIVE, 16.0 DF7957'FEET (4.9 METERS) EAST-NORTHEAST OF CENTER OF GATE, 110.0 FEET (33.5 DF7957'METERS) SOUTHWEST OF DF7957'A GALVANIZED CULVER UNDER LINWOOD DRIVE AND 4.0 FEET (1.2 METERS) DF7957'NORTHWEST OF A 6 INCH DF7957'WOODEN FENCE POST. A STAINLESS STEEL ROD ENCASED IN 1 INCH PVC UNDER DF7957'AN ACCESS COVER DF7957'STAMPED GR 35008930 2002. MARK IS RECESSED 15 CENTIMETERS BELOW ACCESS DF7957'COVER. DF7957'SECTION 15, TOWNSHIP 1 SOUTH, RANGE 3 WEST. DF7957' DF7957' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0957 *********************************************************************** EG0957 DESIGNATION - H 32 EG0957 PID - EG0957 EG0957 STATE/COUNTY- MS/MARSHALL EG0957 USGS QUAD - HOLLY SPRINGS (1975) EG0957 EG0957 *CURRENT SURVEY CONTROL EG0957 ___________________________________________________________________ EG0957* NAD 83(1986)- 34 50 12. (N) 089 24 01. (W) SCALED EG0957* NAVD 88 - 147.372 (meters) 483.50 (feet) ADJUSTED EG0957 ___________________________________________________________________ EG0957 GEOID HEIGHT- -27.45 (meters) GEOID99 EG0957 DYNAMIC HT - 147.228 (meters) 483.03 (feet) COMP EG0957 MODELED GRAV- 979,658.0 (mgal) NAVD 88 EG0957 EG0957 VERT ORDER - SECOND CLASS 0 EG0957 EG0957.The horizontal coordinates were scaled from a topographic map and have EG0957.an estimated accuracy of +/- 6 seconds. EG0957 EG0957.The orthometric height was determined by differential leveling EG0957.and adjusted by the National Geodetic Survey in June 1991. EG0957 EG0957.The geoid height was determined by GEOID99. EG0957 EG0957.The dynamic height is computed by dividing the NAVD 88 EG0957.geopotential number by the normal gravity value computed on the EG0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0957.degrees latitude (g = 980.6199 gals.). EG0957 EG0957.The modeled gravity was interpolated from observed gravity values. EG0957 EG0957; North East Units Estimated Accuracy EG0957;SPC MS E - 591,900. 248,140. MT (+/- 180 meters Scaled) EG0957 EG0957 SUPERSEDED SURVEY CONTROL EG0957 EG0957 NGVD 29 (??/??/92) 147.319 (m) 483.33 (f) ADJ UNCH 2 0 EG0957 EG0957.Superseded values are not recommended for survey control. EG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0957.See file dsdata.txt to determine how the superseded data were derived. EG0957 EG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD805575(NAD 83) EG0957_MARKER: DB = BENCH MARK DISK EG0957_SETTING: 0 = UNSPECIFIED SETTING EG0957_STAMPING: H 32 (1934) EG0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0957 EG0957 HISTORY - Date Condition Report By EG0957 HISTORY - 1934 MONUMENTED CGS EG0957 HISTORY - 1966 GOOD MSHD EG0957 HISTORY - 20030915 MARK NOT FOUND USACE EG0957 EG0957 STATION DESCRIPTION EG0957 EG0957'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0957'5.5 MI N FROM HOLLY SPRINGS. EG0957'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON EG0957'HIGHWAY 7 FOR 1.4 MILES TO HIGHWAY 311 ON THE LEFT AND A SIDE ROAD EG0957'RIGHT EAST, TURN RIGHT AND CONTINUE EAST ON A MACADAM ROAD FOR 0.65 EG0957'MILE TO A T INTERSECTION, TURN RIGHT ON A MACADAM ROAD AND CONTINUE EG0957'SOUTH FOR 0.35 MILE TO A SIDE ROAD LEFT NORTHEAST, TURN SHARP LEFT AND EG0957'CONTINUE NORTHEAST ON AN ALL WEATHER ROAD FOR 5.0 MILES TO A SIDE ROAD EG0957'LEFT NORTHWEST, TURN LEFT ON A FARM ROAD AND CONTINUE NORTHWEST FOR EG0957'APPROXIMATELY 100 FEET TO THE RAILROAD TRACK AND THE MARK ON THE RIGHT EG0957'AS DESCRIBED. IT IS 245 FEET NORTH OF A WOODEN TRESTLE NO. 537.5, 63 EG0957'FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET NORTHEAST OF THE CENTER OF EG0957'A PRIVATE ROAD, AND 1.8 FEET NORTH OF A METAL WITNESS POST. EG0957 EG0957 STATION RECOVERY (2003) EG0957 EG0957'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0957'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 CG3426 *********************************************************************** CG3426 DESIGNATION - HAMILTON RM 2 CG3426 PID - CG3426 CG3426 STATE/COUNTY- MS/MARSHALL CG3426 USGS QUAD - MALONE (1982) CG3426 CG3426 *CURRENT SURVEY CONTROL CG3426 ___________________________________________________________________ CG3426* NAD 83(1993)- 34 36 15.31345(N) 089 28 53.70082(W) ADJUSTED CG3426* NAVD 88 - CG3426 ___________________________________________________________________ CG3426 X - 47,552.016 (meters) COMP CG3426 Y - -5,255,341.580 (meters) COMP CG3426 Z - 3,601,867.186 (meters) COMP CG3426 LAPLACE CORR- -0.13 (seconds) DEFLEC99 CG3426 ELLIP HEIGHT- 88.21 (meters) (09/08/03) GPS OBS CG3426 GEOID HEIGHT- -27.07 (meters) GEOID99 CG3426 CG3426 HORZ ORDER - B CG3426 ELLP ORDER - FOURTH CLASS I CG3426 CG3426.The horizontal coordinates were established by GPS observations CG3426.and adjusted by the EMC INCORPORATED in September 2003. CG3426 CG3426 CG3426.The X, Y, and Z were computed from the position and the ellipsoidal ht. CG3426 CG3426.The Laplace correction was computed from DEFLEC99 derived deflections. CG3426 CG3426.The ellipsoidal height was determined by GPS observations CG3426.and is referenced to NAD 83. CG3426 CG3426.The geoid height was determined by GEOID99. CG3426 CG3426; North East Units Scale Converg. CG3426;SPC MS E - 566,163.464 240,541.442 MT 0.99999356 -0 22 05.4 CG3426;UTM 16 - 3,831,957.411 272,441.092 MT 1.00023830 -1 24 35.7 CG3426 CG3426 SUPERSEDED SURVEY CONTROL CG3426 CG3426.No superseded survey control is available for this station. CG3426 CG3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD7244131957(NAD 83) CG3426_MARKER: DS = TRIANGULATION STATION DISK CG3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CG3426_MAGNETIC: N = NO MAGNETIC MATERIAL CG3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CG3426+STABILITY: SURFACE MOTION CG3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CG3426+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2002 CG3426 CG3426 HISTORY - Date Condition Report By CG3426 HISTORY - 1955 MONUMENTED CGS CG3426 HISTORY - 20020419 GOOD EMCINC CG3426 CG3426 STATION DESCRIPTION CG3426 CG3426'DESCRIBED BY EMC INCORPORATED 2002 (WB) CG3426'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FXP)THE STATION IS CG3426'LOCATED ABOUT 6 MILES CG3426'WEST OF JACKSON AND5 MILES SOUTHEAST OF CLINTON, ON LAND OWNED BY MR. CG3426'R.A. MADDOX.IT IS CG3426'56 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OFA GRAVELED ROAD AND CG3426'6 FEET CG3426'SOUTHWEST OF A WITNESS POST.THE MARK PROJECTS 6 INCHES, AND THE DISK CG3426'IS STAMPED CG3426'HAMILTON2 1948.TRIANGULATION STATION HAMILTON 1931 HAS BEEN CG3426'DESTROYED,HOWEVER CG3426'REFERENCE MARK NO. 1 WAS RECOVERED BY THIS PARTY.AN AZIMUTH MARK, SET CG3426'IN 1945, AND USED CG3426'AS AN AZIMUTH MARKFOR HAMILTON 1931 WAS ALSO RECOVERED. IT WAS ALSO CG3426'USEDAS AN CG3426'AZIMUTH MARK FOR HAMILTON 2 1948. BOTH MARKS ARESTANDARD BRONZE DISKS CG3426'SET IN CG3426'CONCRETE AND BOTH MARKS AREIN GOOD CONDITION.REFERENCE MARK NO. 1 IS CG3426'358 FEET (SLOPE CG3426'MEASUREMENT) EASTOF THE STATION AT THE EAST EDGE OF A GRAVEL PIT. THE CG3426'MARKPROJECTS 2 CG3426'INCHES, AND THE DISK IS STAMPED HAMILTON NO 1 1931.REFERENCE MARK NO. CG3426'3 IS 79.38 FEET CG3426'SOUTHWEST OF THE STATION.THE MARK PROJECTS 6 INCHES, AND THE DISK IS CG3426'STAMPED HAMILTON2 CG3426'NO 3 1948.REFERENCE MARK NO. 4 IS 67.91 FEET NORTHWEST OF THE CG3426'STATIONAND 84 FEET CG3426'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THEGRAVELED ROAD. THE MARK CG3426'PROJECTS 6 CG3426'INCHES, AND THE DISKIS STAMPED HAMILTON 2 NO 4 1948.THE AZIMUTH MARK CG3426'IS 0.3 MILE CG3426'SOUTHEAST OF THE STATION, 15FEET NORTHWEST OF A DRIVEWAY LEADING TO CG3426'MR. MADDOXS CG3426'HOME,14 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELEDROAD, CG3426'AND 4 FEET CG3426'NORTHWEST OF A WITNESS POST. THE MARKPROJECTS 5 INCHES, AND THE DISK CG3426'IS STAMPED CG3426'HAMILTON 1945.TO REACH THE STATION FROM THE MAIN ENTRANCE OF THE CG3426'MISSISSIPPICOLLEGE IN CG3426'CLINTON, GO EAST ON U.S. HIGHWAY 80 FOR 3.3 MILESTO A CROSSROAD, HERE CG3426'TURN RIGHT AND CG3426'FOLLOW THE MAIN TRAVELEDGRAVELED ROAD FOR 1.25 MILES TO ANOTHER CG3426'CROSSROAD, CG3426'CONTINUESTRAIGHT AHEAD ON A BLACKTOP ROAD FOR 0.5 MILE TO A SIDEROAD CG3426'LEFT, AGAIN CG3426'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROADFOR 0.65 MILE TO A FORK IN CG3426'THE ROAD, TAKE THE CG3426'LEFT ROADAND GO 1.7 MILES TO THE STATION ON THE RIGHT.TO REACH THE CG3426'AZIMUTH MARK FROM CG3426'THE STATION, GO SOUTHEASTON THE GRAVELED ROAD FOR 0.3 MILE TO THE CG3426'AZIMUTH MARK ONTHE CG3426'LEFT.HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. CG3426'MARK WAS FOUND AS DESCRIBED. CG3426' CG3426' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0941 *********************************************************************** EG0941 DESIGNATION - JBL 17 EG0941 PID - EG0941 EG0941 STATE/COUNTY- MS/MARSHALL EG0941 USGS QUAD - WATERFORD (1982) EG0941 EG0941 *CURRENT SURVEY CONTROL EG0941 ___________________________________________________________________ EG0941* NAD 83(1986)- 34 38 46. (N) 089 27 27. (W) SCALED EG0941* NAVD 88 - 124.700 (meters) 409.12 (feet) ADJUSTED EG0941 ___________________________________________________________________ EG0941 GEOID HEIGHT- -27.16 (meters) GEOID99 EG0941 DYNAMIC HT - 124.579 (meters) 408.72 (feet) COMP EG0941 MODELED GRAV- 979,662.4 (mgal) NAVD 88 EG0941 EG0941 VERT ORDER - SECOND CLASS 0 EG0941 EG0941.The horizontal coordinates were scaled from a topographic map and have EG0941.an estimated accuracy of +/- 6 seconds. EG0941 EG0941.The orthometric height was determined by differential leveling EG0941.and adjusted by the National Geodetic Survey in June 1991. EG0941 EG0941.The geoid height was determined by GEOID99. EG0941 EG0941.The dynamic height is computed by dividing the NAVD 88 EG0941.geopotential number by the normal gravity value computed on the EG0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0941.degrees latitude (g = 980.6199 gals.). EG0941 EG0941.The modeled gravity was interpolated from observed gravity values. EG0941 EG0941; North East Units Estimated Accuracy EG0941;SPC MS E - 570,790. 242,780. MT (+/- 180 meters Scaled) EG0941 EG0941 SUPERSEDED SURVEY CONTROL EG0941 EG0941 NGVD 29 (??/??/92) 124.662 (m) 409.00 (f) ADJ UNCH 2 0 EG0941 EG0941.Superseded values are not recommended for survey control. EG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0941.See file dsdata.txt to determine how the superseded data were derived. EG0941 EG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD747365(NAD 83) EG0941_MARKER: DD = SURVEY DISK EG0941_SETTING: 0 = UNSPECIFIED SETTING EG0941_STAMPING: JBL 17 (1928) EG0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0941 EG0941 HISTORY - Date Condition Report By EG0941 HISTORY - 1928 MONUMENTED USGS EG0941 HISTORY - 1966 GOOD MSHD EG0941 HISTORY - 20030924 MARK NOT FOUND USACE EG0941 EG0941 STATION DESCRIPTION EG0941 EG0941'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0941'IN WATERFORD. EG0941'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO WEST ON WEST EG0941'COLLEGE AVENUE FOR 0.1 MILE TO CRAFT STREET ON THE LEFT, TURN LEFT EG0941'SOUTH AND CONTINUE SOUTH FOR 0.05 MILE TO HIGHWAY 7, CONTINUE EAST ON EG0941'HIGHWAY 7 FOR 8.65 MILES TO A BRICK CHURCH ON THE RIGHT AND A DRIVEWAY EG0941'LEADING TO A WHITE HOUSE FACING THE RAILROAD TRACK ON THE LEFT JUST EG0941'BEFORE REACHING A SIDE ROAD LEFT LEADING TO THE TOWN OF WATERFORD EG0941'EAST, TURN LEFT AND FOLLOW THE DRIVEWAY FOR APPROXIMATELY 150 FEET TO EG0941'THE FRONT OF THE HOUSE AND THE MARK ON THE RIGHT. IT IS 42 FEET WEST EG0941'OF THE WEST RAIL, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE EG0941'HOUSE, 24.4 FEET NORTHWEST OF A TELEPHONE POLE, AND 2.1 FEET WEST OF A EG0941'METAL WITNESS POST. EG0941 EG0941 STATION RECOVERY (2003) EG0941 EG0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0941'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0946 *********************************************************************** EG0946 DESIGNATION - JBL 19 EG0946 PID - EG0946 EG0946 STATE/COUNTY- MS/MARSHALL EG0946 USGS QUAD - WATERFORD (1982) EG0946 EG0946 *CURRENT SURVEY CONTROL EG0946 ___________________________________________________________________ EG0946* NAD 83(1986)- 34 44 29. (N) 089 26 26. (W) SCALED EG0946* NAVD 88 - 186.182 (meters) 610.83 (feet) ADJUSTED EG0946 ___________________________________________________________________ EG0946 GEOID HEIGHT- -27.32 (meters) GEOID99 EG0946 DYNAMIC HT - 186.001 (meters) 610.24 (feet) COMP EG0946 MODELED GRAV- 979,655.7 (mgal) NAVD 88 EG0946 EG0946 VERT ORDER - SECOND CLASS 0 EG0946 EG0946.The horizontal coordinates were scaled from a topographic map and have EG0946.an estimated accuracy of +/- 6 seconds. EG0946 EG0946.The orthometric height was determined by differential leveling EG0946.and adjusted by the National Geodetic Survey in June 1991. EG0946 EG0946.The geoid height was determined by GEOID99. EG0946 EG0946.The dynamic height is computed by dividing the NAVD 88 EG0946.geopotential number by the normal gravity value computed on the EG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0946.degrees latitude (g = 980.6199 gals.). EG0946 EG0946.The modeled gravity was interpolated from observed gravity values. EG0946 EG0946; North East Units Estimated Accuracy EG0946;SPC MS E - 581,350. 244,400. MT (+/- 180 meters Scaled) EG0946 EG0946 SUPERSEDED SURVEY CONTROL EG0946 EG0946 NGVD 29 (??/??/92) 186.122 (m) 610.64 (f) ADJ UNCH 2 0 EG0946 EG0946.Superseded values are not recommended for survey control. EG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0946.See file dsdata.txt to determine how the superseded data were derived. EG0946 EG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD765470(NAD 83) EG0946_MARKER: DD = SURVEY DISK EG0946_SETTING: 0 = UNSPECIFIED SETTING EG0946_STAMPING: JBL 19 (1928) EG0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0946 EG0946 HISTORY - Date Condition Report By EG0946 HISTORY - 1928 MONUMENTED USGS EG0946 HISTORY - 1966 GOOD MSHD EG0946 HISTORY - 20030924 MARK NOT FOUND USACE EG0946 EG0946 STATION DESCRIPTION EG0946 EG0946'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0946'1.9 MI S FROM HOLLY SPRINGS. EG0946'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO SOUTH ON EG0946'HIGHWAY 7 FOR 0.1 MILE TO THE INTERSECTION OF HIGHWAY 78, TURN LEFT EG0946'EAST AND CONTINUE EAST ON HIGHWAY 78 FOR 0.05 MILE TO SOUTH CENTER EG0946'STREET, TURN RIGHT SOUTH AND CONTINUE SOUTH FOR 0.3 MILE TO THE LAST EG0946'ENTRANCE TO THE CITY CEMETERY ON THE LEFT AND THE END OF THE MACADAM EG0946'SURFACED STREET, CONTINUE SOUTH ON AN ALL WEATHER ROAD FOR 0.65 MILE EG0946'TO A FORK, TAKE THE RIGHT FORK AND CONTINUE SOUTH ON A TRACK ROAD FOR EG0946'APPROXIMATELY 1.65 MILES TO THE ILLINOIS CENTRAL RAILROAD TRACK. THE EG0946'MARK IS LOCATED APPROXIMATELY 0.6 MILE NORTH OF THE CROSSING ON THE EG0946'WEST SIDE OF THE TRACK. IT IS 79 FEET WEST-NORTHWEST OF POLE NO. 61, EG0946'42 FEET NORTHWEST OF A TELEPHONE POLE, 43 FEET WEST OF THE WEST RAIL, EG0946'AND 1.5 FEET WEST OF A METAL WITNESS POST. EG0946 EG0946 STATION RECOVERY (2003) EG0946 EG0946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0946'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0959 *********************************************************************** EG0959 DESIGNATION - K 32 EG0959 PID - EG0959 EG0959 STATE/COUNTY- MS/MARSHALL EG0959 USGS QUAD - HOLLY SPRINGS SE (1975) EG0959 EG0959 *CURRENT SURVEY CONTROL EG0959 ___________________________________________________________________ EG0959* NAD 83(1986)- 34 51 41. (N) 089 22 27. (W) SCALED EG0959* NAVD 88 - 144.166 (meters) 472.98 (feet) ADJUSTED EG0959 ___________________________________________________________________ EG0959 GEOID HEIGHT- -27.47 (meters) GEOID99 EG0959 DYNAMIC HT - 144.026 (meters) 472.53 (feet) COMP EG0959 MODELED GRAV- 979,660.8 (mgal) NAVD 88 EG0959 EG0959 VERT ORDER - SECOND CLASS 0 EG0959 EG0959.The horizontal coordinates were scaled from a topographic map and have EG0959.an estimated accuracy of +/- 6 seconds. EG0959 EG0959.The orthometric height was determined by differential leveling EG0959.and adjusted by the National Geodetic Survey in June 1991. EG0959 EG0959.The geoid height was determined by GEOID99. EG0959 EG0959.The dynamic height is computed by dividing the NAVD 88 EG0959.geopotential number by the normal gravity value computed on the EG0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0959.degrees latitude (g = 980.6199 gals.). EG0959 EG0959.The modeled gravity was interpolated from observed gravity values. EG0959 EG0959; North East Units Estimated Accuracy EG0959;SPC MS E - 594,630. 250,550. MT (+/- 180 meters Scaled) EG0959 EG0959 SUPERSEDED SURVEY CONTROL EG0959 EG0959 NGVD 29 (??/??/92) 144.116 (m) 472.82 (f) ADJ UNCH 2 0 EG0959 EG0959.Superseded values are not recommended for survey control. EG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0959.See file dsdata.txt to determine how the superseded data were derived. EG0959 EG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD829602(NAD 83) EG0959_MARKER: DB = BENCH MARK DISK EG0959_SETTING: 0 = UNSPECIFIED SETTING EG0959_STAMPING: K 32 (1934) EG0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0959 EG0959 HISTORY - Date Condition Report By EG0959 HISTORY - 1934 MONUMENTED CGS EG0959 HISTORY - 1966 GOOD MSHD EG0959 HISTORY - 20030915 MARK NOT FOUND USACE EG0959 EG0959 STATION DESCRIPTION EG0959 EG0959'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0959'8.75 MI NE FROM HOLLY SPRINGS. EG0959'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON EG0959'HIGHWAY 7 FOR 7.45 MILES TO A CROSSROADS, TURN RIGHT AND GO 1.3 MILES EG0959'TO THE MARK ON THE RIGHT JUST ACROSS THE RAILROAD TRACK. IT IS 60 EG0959'FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 44 FEET WEST OF THE EG0959'SOUTHWEST CORNER OF A CONCRETE BLOCK STORE, 25 FEET NORTHWEST OF A EG0959'FENCE, 21.8 FEET SOUTHEAST OF THE EAST RAIL, AND 3.8 FEET NORTHWEST OF EG0959'A METAL WITNESS POST. EG0959 EG0959 STATION RECOVERY (2003) EG0959 EG0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0959'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1008 *********************************************************************** EG1008 DESIGNATION - MISS SYNODICAL COL RM 2 EG1008 PID - EG1008 EG1008 STATE/COUNTY- MS/MARSHALL EG1008 USGS QUAD - HOLLY SPRINGS (1975) EG1008 EG1008 *CURRENT SURVEY CONTROL EG1008 ___________________________________________________________________ EG1008* NAD 83(1986)- 34 46 07. (N) 089 26 37. (W) SCALED EG1008* NAVD 88 - 185.112 (meters) 607.32 (feet) ADJUSTED EG1008 ___________________________________________________________________ EG1008 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1008 DYNAMIC HT - 184.931 (meters) 606.73 (feet) COMP EG1008 MODELED GRAV- 979,654.6 (mgal) NAVD 88 EG1008 EG1008 VERT ORDER - SECOND CLASS 0 EG1008 EG1008.The horizontal coordinates were scaled from a topographic map and have EG1008.an estimated accuracy of +/- 6 seconds. EG1008 EG1008.The orthometric height was determined by differential leveling EG1008.and adjusted by the National Geodetic Survey in June 1991. EG1008 EG1008.The geoid height was determined by GEOID99. EG1008 EG1008.The dynamic height is computed by dividing the NAVD 88 EG1008.geopotential number by the normal gravity value computed on the EG1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1008.degrees latitude (g = 980.6199 gals.). EG1008 EG1008.The modeled gravity was interpolated from observed gravity values. EG1008 EG1008; North East Units Estimated Accuracy EG1008;SPC MS E - 584,370. 244,140. MT (+/- 180 meters Scaled) EG1008 EG1008 SUPERSEDED SURVEY CONTROL EG1008 EG1008 NGVD 29 (??/??/92) 185.05 (m) 607.1 (f) COMPUTED 2 0 EG1008 EG1008.Superseded values are not recommended for survey control. EG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1008.See file dsdata.txt to determine how the superseded data were derived. EG1008 EG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD763501(NAD 83) EG1008_MARKER: DR = REFERENCE MARK DISK EG1008_SETTING: 0 = UNSPECIFIED SETTING EG1008_STAMPING: MISSISSIPPI SYNODICAL COLLEGE NO. 2 1934 EG1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1008+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003 EG1008 EG1008 HISTORY - Date Condition Report By EG1008 HISTORY - 1934 MONUMENTED CGS EG1008 HISTORY - 1966 GOOD MSHD EG1008 HISTORY - 20030915 GOOD USACE EG1008 EG1008 STATION DESCRIPTION EG1008 EG1008'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1008'IN HOLLY SPRINGS. EG1008'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EAST ON COLLEGE EG1008'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND THE NORTH EG1008'MISSISSIPPI HOSPITAL GROUND AND THE MARK AS DESCRIBED. IT IS 109 FEET EG1008'WEST OF INTERSECTION OF COLLEGE AVENUE AND MAURY STREET, 39 FEET NORTH EG1008'OF A GAS LIGHT, AND 12 FEET SOUTH OF THE CENTER OF COLLEGE AVENUE. EG1008 EG1008 STATION RECOVERY (2003) EG1008 EG1008'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1008'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1009 *********************************************************************** EG1009 DESIGNATION - MISS SYNODICAL COL RM 1 EG1009 PID - EG1009 EG1009 STATE/COUNTY- MS/MARSHALL EG1009 USGS QUAD - HOLLY SPRINGS (1975) EG1009 EG1009 *CURRENT SURVEY CONTROL EG1009 ___________________________________________________________________ EG1009* NAD 83(1986)- 34 46 06. (N) 089 26 37. (W) SCALED EG1009* NAVD 88 - 184.996 (meters) 606.94 (feet) ADJUSTED EG1009 ___________________________________________________________________ EG1009 GEOID HEIGHT- -27.36 (meters) GEOID99 EG1009 DYNAMIC HT - 184.815 (meters) 606.35 (feet) COMP EG1009 MODELED GRAV- 979,654.6 (mgal) NAVD 88 EG1009 EG1009 VERT ORDER - SECOND CLASS 0 EG1009 EG1009.The horizontal coordinates were scaled from a topographic map and have EG1009.an estimated accuracy of +/- 6 seconds. EG1009 EG1009.The orthometric height was determined by differential leveling EG1009.and adjusted by the National Geodetic Survey in June 1991. EG1009 EG1009.The geoid height was determined by GEOID99. EG1009 EG1009.The dynamic height is computed by dividing the NAVD 88 EG1009.geopotential number by the normal gravity value computed on the EG1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1009.degrees latitude (g = 980.6199 gals.). EG1009 EG1009.The modeled gravity was interpolated from observed gravity values. EG1009 EG1009; North East Units Estimated Accuracy EG1009;SPC MS E - 584,340. 244,140. MT (+/- 180 meters Scaled) EG1009 EG1009 SUPERSEDED SURVEY CONTROL EG1009 EG1009 NGVD 29 (??/??/92) 184.93 (m) 606.7 (f) COMPUTED 2 0 EG1009 EG1009.Superseded values are not recommended for survey control. EG1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1009.See file dsdata.txt to determine how the superseded data were derived. EG1009 EG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD763500(NAD 83) EG1009_MARKER: DR = REFERENCE MARK DISK EG1009_SETTING: 0 = UNSPECIFIED SETTING EG1009_STAMPING: MISSISSIPPI SYNODICAL COLLEGE NO. 1 1934 EG1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1009 EG1009 HISTORY - Date Condition Report By EG1009 HISTORY - 1934 MONUMENTED CGS EG1009 HISTORY - 1966 GOOD MSHD EG1009 HISTORY - 20030915 POOR USACE EG1009 EG1009 STATION DESCRIPTION EG1009 EG1009'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1009'IN HOLLY SPRINGS. EG1009'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EAST ON COLLEGE EG1009'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF MAURY STREET AND THE NORTH EG1009'MISSISSIPPI HOSPITAL GROUNDS AND THE MARK AS DESCRIBED. IT IS 21 FEET EG1009'EAST OF THE CENTER OF MAURY STREET, 10 FEET EAST OF THE EDGE OF THE EG1009'CURB, AND 3.9 FEET WEST OF AN IRON FENCE. EG1009 EG1009 STATION RECOVERY (2003) EG1009 EG1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1009'DISK MISSING, STEM INTACT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG1018 *********************************************************************** EG1018 DESIGNATION - Q 39 EG1018 PID - EG1018 EG1018 STATE/COUNTY- MS/MARSHALL EG1018 USGS QUAD - WATERFORD (1982) EG1018 EG1018 *CURRENT SURVEY CONTROL EG1018 ___________________________________________________________________ EG1018* NAD 83(1986)- 34 44 20. (N) 089 24 55. (W) SCALED EG1018* NAVD 88 - 137.736 (meters) 451.89 (feet) ADJUSTED EG1018 ___________________________________________________________________ EG1018 GEOID HEIGHT- -27.32 (meters) GEOID99 EG1018 DYNAMIC HT - 137.601 (meters) 451.45 (feet) COMP EG1018 MODELED GRAV- 979,657.7 (mgal) NAVD 88 EG1018 EG1018 VERT ORDER - SECOND CLASS 0 EG1018 EG1018.The horizontal coordinates were scaled from a topographic map and have EG1018.an estimated accuracy of +/- 6 seconds. EG1018 EG1018.The orthometric height was determined by differential leveling EG1018.and adjusted by the National Geodetic Survey in June 1991. EG1018 EG1018.The geoid height was determined by GEOID99. EG1018 EG1018.The dynamic height is computed by dividing the NAVD 88 EG1018.geopotential number by the normal gravity value computed on the EG1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1018.degrees latitude (g = 980.6199 gals.). EG1018 EG1018.The modeled gravity was interpolated from observed gravity values. EG1018 EG1018; North East Units Estimated Accuracy EG1018;SPC MS E - 581,060. 246,710. MT (+/- 180 meters Scaled) EG1018 EG1018 SUPERSEDED SURVEY CONTROL EG1018 EG1018 NGVD 29 (??/??/92) 137.719 (m) 451.83 (f) ADJ UNCH 2 0 EG1018 EG1018.Superseded values are not recommended for survey control. EG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1018.See file dsdata.txt to determine how the superseded data were derived. EG1018 EG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD788467(NAD 83) EG1018_MARKER: DB = BENCH MARK DISK EG1018_SETTING: 36 = BRIDGE EG1018_STAMPING: Q 39 1934 EG1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1018+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003 EG1018 EG1018 HISTORY - Date Condition Report By EG1018 HISTORY - 1934 MONUMENTED CGS EG1018 HISTORY - 1973 GOOD NGS EG1018 HISTORY - 20030924 GOOD USACE EG1018 EG1018 STATION DESCRIPTION EG1018 EG1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EG1018'1.4 MI S FROM HOLLY SPRINGS. EG1018'TO REACH TRAVEL SOUTH ON US 78 1.4 MILES (FM SOUTH CITY LIMITS OF EG1018'HOLLY SPRINGS) TO AN INTERSECTION, TURN LEFT ON LOCAL ROAD (OLD US 78. EG1018'UNPAVED), GO APPRX 200 YDS AND TAKE THE FIRST FIELD ROAD TO THE LEFT. EG1018'TRAVEL EAST TO THE RR CROSSING AND THE BM IS LOCATED ABOUT 1000 FT EG1018'NORTH ALONG THE TRACK. IT IS A STANDARD DISK, STAMPED Q 39 1934, SET EG1018'IN THE SW CORNER OF A BRIDGE OVER A SMALL CREEK, 22.0 FT WEST OF THE EG1018'CENTERLINE OF THE RAIL, 63 FT SW OF POLE 531-5, 7.9 FT BELOW THE EG1018'ELEVATION OF THE RAIL, ABOUT 300 YARDS SOUTH OF TWO RR SIGNAL LIGHTS, EG1018'NO. 5308 AND NO. 5309. EG1018 EG1018 STATION RECOVERY (2003) EG1018 EG1018'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1018'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 EG0944 *********************************************************************** EG0944 DESIGNATION - X 31 EG0944 PID - EG0944 EG0944 STATE/COUNTY- MS/MARSHALL EG0944 USGS QUAD - WATERFORD (1982) EG0944 EG0944 *CURRENT SURVEY CONTROL EG0944 ___________________________________________________________________ EG0944* NAD 83(1986)- 34 42 34. (N) 089 27 05. (W) SCALED EG0944* NAVD 88 - 177.202 (meters) 581.37 (feet) ADJUSTED EG0944 ___________________________________________________________________ EG0944 GEOID HEIGHT- -27.27 (meters) GEOID99 EG0944 DYNAMIC HT - 177.030 (meters) 580.81 (feet) COMP EG0944 MODELED GRAV- 979,656.0 (mgal) NAVD 88 EG0944 EG0944 VERT ORDER - SECOND CLASS 0 EG0944 EG0944.The horizontal coordinates were scaled from a topographic map and have EG0944.an estimated accuracy of +/- 6 seconds. EG0944 EG0944.The orthometric height was determined by differential leveling EG0944.and adjusted by the National Geodetic Survey in June 1991. EG0944 EG0944.The geoid height was determined by GEOID99. EG0944 EG0944.The dynamic height is computed by dividing the NAVD 88 EG0944.geopotential number by the normal gravity value computed on the EG0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG0944.degrees latitude (g = 980.6199 gals.). EG0944 EG0944.The modeled gravity was interpolated from observed gravity values. EG0944 EG0944; North East Units Estimated Accuracy EG0944;SPC MS E - 577,820. 243,380. MT (+/- 180 meters Scaled) EG0944 EG0944 SUPERSEDED SURVEY CONTROL EG0944 EG0944 NGVD 29 (??/??/92) 177.145 (m) 581.18 (f) ADJ UNCH 2 0 EG0944 EG0944.Superseded values are not recommended for survey control. EG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0944.See file dsdata.txt to determine how the superseded data were derived. EG0944 EG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD754435(NAD 83) EG0944_MARKER: DB = BENCH MARK DISK EG0944_SETTING: 0 = UNSPECIFIED SETTING EG0944_STAMPING: X 31 (1934) EG0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG0944+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003 EG0944 EG0944 HISTORY - Date Condition Report By EG0944 HISTORY - 1934 MONUMENTED CGS EG0944 HISTORY - 1966 GOOD MSHD EG0944 HISTORY - 20030924 GOOD USACE EG0944 EG0944 STATION DESCRIPTION EG0944 EG0944'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG0944'4.2 MI S FROM HOLLY SPRINGS. EG0944'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO WEST ON WEST EG0944'COLLEGE AVENUE FOR 0.1 MILE TO CRAFT STREET ON THE LEFT, TURN LEFT EG0944'SOUTH ON CRAFT STREET FOR 0.05 MILE TO HIGHWAY 7 SOUTH, CONTINUE SOUTH EG0944'ON HIGHWAY 7 FOR 3.8 MILES TO A SIDE ROAD LEFT EAST, TURN LEFT AND EG0944'CONTINUE EAST ON AN ALL WEATHER ROAD FOR 0.9 MILE TO THE ILLINOIS EG0944'CENTRAL RAILROAD TRACK AND THE MARK ON THE LEFT ON THE EAST SIDE OF EG0944'THE TRACK. IT IS 80 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 14 EG0944'FEET EAST OF THE EAST RAIL, 8.7 FEET WEST OF POLE NO. 139, AND 1.6 EG0944'FEET WEST OF A METAL WITNESS POST. EG0944 EG0944 STATION RECOVERY (2003) EG0944 EG0944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG0944'CONCRETE CHIPPED OFF ON SOUTH EDGE OF DISK, BUT STABLE.