1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1171 *********************************************************************** EG1171 DESIGNATION - 78 V 107 EG1171 PID - EG1171 EG1171 STATE/COUNTY- MS/MARSHALL EG1171 USGS QUAD - RED BANKS (1971) EG1171 EG1171 *CURRENT SURVEY CONTROL EG1171 ___________________________________________________________________ EG1171* NAD 83(1986)- 34 48 30. (N) 089 30 39. (W) SCALED EG1171* NAVD 88 - 156.134 (meters) 512.25 (feet) ADJUSTED EG1171 ___________________________________________________________________ EG1171 GEOID HEIGHT- -27.40 (meters) GEOID99 EG1171 DYNAMIC HT - 155.983 (meters) 511.75 (feet) COMP EG1171 MODELED GRAV- 979,661.6 (mgal) NAVD 88 EG1171 EG1171 VERT ORDER - SECOND CLASS 0 EG1171 EG1171.The horizontal coordinates were scaled from a topographic map and have EG1171.an estimated accuracy of +/- 6 seconds. EG1171 EG1171.The orthometric height was determined by differential leveling EG1171.and adjusted by the National Geodetic Survey in June 1991. EG1171 EG1171.The geoid height was determined by GEOID99. EG1171 EG1171.The dynamic height is computed by dividing the NAVD 88 EG1171.geopotential number by the normal gravity value computed on the EG1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1171.degrees latitude (g = 980.6199 gals.). EG1171 EG1171.The modeled gravity was interpolated from observed gravity values. EG1171 EG1171; North East Units Estimated Accuracy EG1171;SPC MS E - 588,820. 238,010. MT (+/- 180 meters Scaled) EG1171 EG1171 SUPERSEDED SURVEY CONTROL EG1171 EG1171 NGVD 29 (??/??/??) 156.08 (m) 512.1 (f) RESET 3 EG1171 EG1171.Superseded values are not recommended for survey control. EG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1171.See file dsdata.txt to determine how the superseded data were derived. EG1171 EG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD703546(NAD 83) EG1171_MARKER: DD = SURVEY DISK EG1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1171_STAMPING: 78V-107 1965 EG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1171+STABILITY: SURFACE MOTION EG1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1171+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 EG1171 EG1171 HISTORY - Date Condition Report By EG1171 HISTORY - 1965 MONUMENTED MSHD EG1171 HISTORY - 1966 GOOD MSHD EG1171 HISTORY - 20031002 GOOD USACE EG1171 EG1171 STATION DESCRIPTION EG1171 EG1171'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1171'5.15 MI NW FROM HOLLY SPRINGS. EG1171'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1171'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1171'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1171'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 4.38 MILES TO A CROSSROADS EG1171'AND THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 EG1171'INCH ROUND CONCRETE POST. IT IS 111.0 FEET SOUTHEAST OF CENTERLINE OF EG1171'A GRAVEL ROAD ON RIGHT, 52.1 FEET NORTHEAST OF THE CENTERLINE OF U.S. EG1171'HIGHWAY 78, 5.0 FEET SOUTHEAST OF A POWER POLE, 1.2 FEET NORTHWEST OF EG1171'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY 78, AND EG1171'PROJECTS 4 INCHES. EG1171 EG1171 STATION RECOVERY (2003) EG1171 EG1171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1171'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1172 *********************************************************************** EG1172 DESIGNATION - 78 V 108 EG1172 PID - EG1172 EG1172 STATE/COUNTY- MS/MARSHALL EG1172 USGS QUAD - RED BANKS (1971) EG1172 EG1172 *CURRENT SURVEY CONTROL EG1172 ___________________________________________________________________ EG1172* NAD 83(1986)- 34 48 50. (N) 089 31 22. (W) SCALED EG1172* NAVD 88 - 153.109 (meters) 502.33 (feet) ADJUSTED EG1172 ___________________________________________________________________ EG1172 GEOID HEIGHT- -27.40 (meters) GEOID99 EG1172 DYNAMIC HT - 152.961 (meters) 501.84 (feet) COMP EG1172 MODELED GRAV- 979,663.3 (mgal) NAVD 88 EG1172 EG1172 VERT ORDER - SECOND CLASS 0 EG1172 EG1172.The horizontal coordinates were scaled from a topographic map and have EG1172.an estimated accuracy of +/- 6 seconds. EG1172 EG1172.The orthometric height was determined by differential leveling EG1172.and adjusted by the National Geodetic Survey in June 1991. EG1172 EG1172.The geoid height was determined by GEOID99. EG1172 EG1172.The dynamic height is computed by dividing the NAVD 88 EG1172.geopotential number by the normal gravity value computed on the EG1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1172.degrees latitude (g = 980.6199 gals.). EG1172 EG1172.The modeled gravity was interpolated from observed gravity values. EG1172 EG1172; North East Units Estimated Accuracy EG1172;SPC MS E - 589,440. 236,920. MT (+/- 180 meters Scaled) EG1172 EG1172 SUPERSEDED SURVEY CONTROL EG1172 EG1172 NGVD 29 (??/??/??) 153.06 (m) 502.2 (f) RESET 3 EG1172 EG1172.Superseded values are not recommended for survey control. EG1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1172.See file dsdata.txt to determine how the superseded data were derived. EG1172 EG1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD692553(NAD 83) EG1172_MARKER: DD = SURVEY DISK EG1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1172_STAMPING: 78V-108 1965 EG1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1172+STABILITY: SURFACE MOTION EG1172 EG1172 HISTORY - Date Condition Report By EG1172 HISTORY - 1965 MONUMENTED MSHD EG1172 HISTORY - 1966 GOOD MSHD EG1172 HISTORY - 20031002 MARK NOT FOUND USACE EG1172 EG1172 STATION DESCRIPTION EG1172 EG1172'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1172'6.08 MI NW FROM HOLLY SPRINGS. EG1172'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1172'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1172'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1172'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 5.31 MILES TO THE MARK ON EG1172'THE LEFT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND EG1172'CONCRETE POST. IT IS 25.0 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY EG1172'LEADING TO A HOUSE, 38.4 FEET SOUTHWEST OF THE CENTERLINE OF U.S. EG1172'HIGHWAY 78, 6.9 FEET NORTHEAST OF A FENCE, 3.8 FEET SOUTHEAST OF A EG1172'POWER POLE, 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW EG1172'THE LEVEL OF HIGHWAY 78, AND PROJECTS 4 INCHES. EG1172 EG1172 STATION RECOVERY (2003) EG1172 EG1172'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1172'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1177 *********************************************************************** EG1177 DESIGNATION - 78 V 109 EG1177 PID - EG1177 EG1177 STATE/COUNTY- MS/MARSHALL EG1177 USGS QUAD - RED BANKS (1971) EG1177 EG1177 *CURRENT SURVEY CONTROL EG1177 ___________________________________________________________________ EG1177* NAD 83(1986)- 34 49 06. (N) 089 32 09. (W) SCALED EG1177* NAVD 88 - 156.225 (meters) 512.55 (feet) ADJUSTED EG1177 ___________________________________________________________________ EG1177 GEOID HEIGHT- -27.40 (meters) GEOID99 EG1177 DYNAMIC HT - 156.074 (meters) 512.05 (feet) COMP EG1177 MODELED GRAV- 979,664.9 (mgal) NAVD 88 EG1177 EG1177 VERT ORDER - SECOND CLASS 0 EG1177 EG1177.The horizontal coordinates were scaled from a topographic map and have EG1177.an estimated accuracy of +/- 6 seconds. EG1177 EG1177.The orthometric height was determined by differential leveling EG1177.and adjusted by the National Geodetic Survey in June 1991. EG1177 EG1177.The geoid height was determined by GEOID99. EG1177 EG1177.The dynamic height is computed by dividing the NAVD 88 EG1177.geopotential number by the normal gravity value computed on the EG1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1177.degrees latitude (g = 980.6199 gals.). EG1177 EG1177.The modeled gravity was interpolated from observed gravity values. EG1177 EG1177; North East Units Estimated Accuracy EG1177;SPC MS E - 589,950. 235,730. MT (+/- 180 meters Scaled) EG1177 EG1177 SUPERSEDED SURVEY CONTROL EG1177 EG1177 NGVD 29 (??/??/??) 156.18 (m) 512.4 (f) RESET 3 EG1177 EG1177.Superseded values are not recommended for survey control. EG1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1177.See file dsdata.txt to determine how the superseded data were derived. EG1177 EG1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD680558(NAD 83) EG1177_MARKER: DD = SURVEY DISK EG1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1177_STAMPING: 78 V - 109 1965 EG1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1177+STABILITY: SURFACE MOTION EG1177 EG1177 HISTORY - Date Condition Report By EG1177 HISTORY - 1965 MONUMENTED MSHD EG1177 HISTORY - 1966 GOOD MSHD EG1177 HISTORY - 20031002 MARK NOT FOUND USACE EG1177 EG1177 STATION DESCRIPTION EG1177 EG1177'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1177'6.85 MI NW FROM HOLLY SPRINGS. EG1177'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1177'NORTHWEST ON HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF U.S. EG1177'HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1177'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 6.08 MILES TO THE MARK ON EG1177'THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 12 INCH ROUND, EG1177'CONCRETE POST. IT IS 47.4 FEET NORTHEAST OF THE CENTERLINE OF U.S. EG1177'HIGHWAY 78, 56.8 FEET NORTHWEST OF STATION MAHON AZIMUTH MARK, 2.5 EG1177'FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, EG1177'1 FOOT ABOVE THE LEVEL OF U.S. HIGHWAY 78, AND PROJECTS 3 INCHES. EG1177 EG1177 STATION RECOVERY (2003) EG1177 EG1177'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1177'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1178 *********************************************************************** EG1178 DESIGNATION - 78 V 110 EG1178 PID - EG1178 EG1178 STATE/COUNTY- MS/MARSHALL EG1178 USGS QUAD - RED BANKS (1971) EG1178 EG1178 *CURRENT SURVEY CONTROL EG1178 ___________________________________________________________________ EG1178* NAD 83(1986)- 34 49 25. (N) 089 33 03. (W) SCALED EG1178* NAVD 88 - 154.226 (meters) 505.99 (feet) ADJUSTED EG1178 ___________________________________________________________________ EG1178 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1178 DYNAMIC HT - 154.077 (meters) 505.50 (feet) COMP EG1178 MODELED GRAV- 979,666.8 (mgal) NAVD 88 EG1178 EG1178 VERT ORDER - SECOND CLASS 0 EG1178 EG1178.The horizontal coordinates were scaled from a topographic map and have EG1178.an estimated accuracy of +/- 6 seconds. EG1178 EG1178.The orthometric height was determined by differential leveling EG1178.and adjusted by the National Geodetic Survey in June 1991. EG1178 EG1178.The geoid height was determined by GEOID99. EG1178 EG1178.The dynamic height is computed by dividing the NAVD 88 EG1178.geopotential number by the normal gravity value computed on the EG1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1178.degrees latitude (g = 980.6199 gals.). EG1178 EG1178.The modeled gravity was interpolated from observed gravity values. EG1178 EG1178; North East Units Estimated Accuracy EG1178;SPC MS E - 590,540. 234,360. MT (+/- 180 meters Scaled) EG1178 EG1178 SUPERSEDED SURVEY CONTROL EG1178 EG1178 NGVD 29 (??/??/??) 154.18 (m) 505.8 (f) RESET 3 EG1178 EG1178.Superseded values are not recommended for survey control. EG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1178.See file dsdata.txt to determine how the superseded data were derived. EG1178 EG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD667564(NAD 83) EG1178_MARKER: DD = SURVEY DISK EG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1178_STAMPING: 78V-110 1965 EG1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1178+STABILITY: SURFACE MOTION EG1178 EG1178 HISTORY - Date Condition Report By EG1178 HISTORY - 1965 MONUMENTED MSHD EG1178 HISTORY - 1966 GOOD MSHD EG1178 HISTORY - 20031002 MARK NOT FOUND USACE EG1178 EG1178 STATION DESCRIPTION EG1178 EG1178'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1178'7.85 MI NW FROM HOLLY SPRINGS. EG1178'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1178'NORTHWEST ON HIGHWAY 78 FOR 0.77 MILE TO THE INTERSECTION OF HIGHWAYS EG1178'78 AND 7 AND THE MISSISSIPPI TRUCK SCALES, CONTINUE NORTHWEST ON EG1178'HIGHWAY 78 FOR 7.08 MILES AND THE MARK ON THE LEFT. THE MARK IS A EG1178'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST. IT IS 46.2 FEET EG1178'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 78, 3.7 FEET NORTHEAST OF A EG1178'FENCE, 3.7 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTHEAST OF A METAL EG1178'WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78, AND PROJECTS 3 INCHES. EG1178 EG1178 STATION RECOVERY (2003) EG1178 EG1178'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1178'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1179 *********************************************************************** EG1179 DESIGNATION - 78 V 111 EG1179 PID - EG1179 EG1179 STATE/COUNTY- MS/MARSHALL EG1179 USGS QUAD - RED BANKS (1971) EG1179 EG1179 *CURRENT SURVEY CONTROL EG1179 ___________________________________________________________________ EG1179* NAD 83(1986)- 34 49 42. (N) 089 33 51. (W) SCALED EG1179* NAVD 88 - 137.097 (meters) 449.79 (feet) ADJUSTED EG1179 ___________________________________________________________________ EG1179 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1179 DYNAMIC HT - 136.964 (meters) 449.36 (feet) COMP EG1179 MODELED GRAV- 979,668.5 (mgal) NAVD 88 EG1179 EG1179 VERT ORDER - SECOND CLASS 0 EG1179 EG1179.The horizontal coordinates were scaled from a topographic map and have EG1179.an estimated accuracy of +/- 6 seconds. EG1179 EG1179.The orthometric height was determined by differential leveling EG1179.and adjusted by the National Geodetic Survey in June 1991. EG1179 EG1179.The geoid height was determined by GEOID99. EG1179 EG1179.The dynamic height is computed by dividing the NAVD 88 EG1179.geopotential number by the normal gravity value computed on the EG1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1179.degrees latitude (g = 980.6199 gals.). EG1179 EG1179.The modeled gravity was interpolated from observed gravity values. EG1179 EG1179; North East Units Estimated Accuracy EG1179;SPC MS E - 591,070. 233,150. MT (+/- 180 meters Scaled) EG1179 EG1179 SUPERSEDED SURVEY CONTROL EG1179 EG1179 NGVD 29 (??/??/??) 137.05 (m) 449.6 (f) RESET 3 EG1179 EG1179.Superseded values are not recommended for survey control. EG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1179.See file dsdata.txt to determine how the superseded data were derived. EG1179 EG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD655570(NAD 83) EG1179_MARKER: DD = SURVEY DISK EG1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1179_STAMPING: 78 V - 111 1965 EG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1179+STABILITY: SURFACE MOTION EG1179 EG1179 HISTORY - Date Condition Report By EG1179 HISTORY - 1965 MONUMENTED MSHD EG1179 HISTORY - 1966 GOOD MSHD EG1179 HISTORY - 20031002 MARK NOT FOUND USACE EG1179 EG1179 STATION DESCRIPTION EG1179 EG1179'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1179'8.73 MI NW FROM HOLLY SPRINGS. EG1179'TO REACH FROM THE MARSHALL COUNTY COURTHOUSE IN HOLLY SPRINGS GO EG1179'NORTHWEST ON U.S. HIGHWAY 78 FOR 0.77 MILES TO THE INTERSECTION OF EG1179'U.S. HIGHWAY 78 AND STATE HIGHWAY 7 AND THE MISSISSIPPI TRUCK SCALES, EG1179'CONTINUE NORTHWEST ON U.S. HIGHWAY 78 FOR 7.96 MILES TO A ROAD RIGHT EG1179'OF BERRY GROCERY AND THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN EG1179'THE TOP OF A 12 INCH ROUND, CONCRETE POST. IT IS 51.5 FEET NORTHEAST EG1179'OF THE CENTERLINE OF U.S. HIGHWAY 78, 45.6 FEET SOUTHEAST OF THE EG1179'CENTERLINE OF A PAVED ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS EG1179'POST, AND 1 FOOT BELOW THE LEVEL OF U.S. HIGHWAY 78. EG1179 EG1179 STATION RECOVERY (2003) EG1179 EG1179'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1179'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1180 *********************************************************************** EG1180 DESIGNATION - 78 V 112 EG1180 PID - EG1180 EG1180 STATE/COUNTY- MS/MARSHALL EG1180 USGS QUAD - RED BANKS (1971) EG1180 EG1180 *CURRENT SURVEY CONTROL EG1180 ___________________________________________________________________ EG1180* NAD 83(1986)- 34 49 58. (N) 089 34 38. (W) SCALED EG1180* NAVD 88 - 144.064 (meters) 472.65 (feet) ADJUSTED EG1180 ___________________________________________________________________ EG1180 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1180 DYNAMIC HT - 143.925 (meters) 472.19 (feet) COMP EG1180 MODELED GRAV- 979,670.1 (mgal) NAVD 88 EG1180 EG1180 VERT ORDER - SECOND CLASS 0 EG1180 EG1180.The horizontal coordinates were scaled from a topographic map and have EG1180.an estimated accuracy of +/- 6 seconds. EG1180 EG1180.The orthometric height was determined by differential leveling EG1180.and adjusted by the National Geodetic Survey in June 1991. EG1180 EG1180.The geoid height was determined by GEOID99. EG1180 EG1180.The dynamic height is computed by dividing the NAVD 88 EG1180.geopotential number by the normal gravity value computed on the EG1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1180.degrees latitude (g = 980.6199 gals.). EG1180 EG1180.The modeled gravity was interpolated from observed gravity values. EG1180 EG1180; North East Units Estimated Accuracy EG1180;SPC MS E - 591,580. 231,960. MT (+/- 180 meters Scaled) EG1180 EG1180 SUPERSEDED SURVEY CONTROL EG1180 EG1180 NGVD 29 (??/??/??) 144.02 (m) 472.5 (f) RESET 3 EG1180 EG1180.Superseded values are not recommended for survey control. EG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1180.See file dsdata.txt to determine how the superseded data were derived. EG1180 EG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD643575(NAD 83) EG1180_MARKER: DD = SURVEY DISK EG1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1180_STAMPING: 78V-112 1965 EG1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1180+STABILITY: SURFACE MOTION EG1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG1180+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 EG1180 EG1180 HISTORY - Date Condition Report By EG1180 HISTORY - 1965 MONUMENTED MSHD EG1180 HISTORY - 1966 GOOD MSHD EG1180 HISTORY - 20031002 GOOD USACE EG1180 EG1180 STATION DESCRIPTION EG1180 EG1180'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1180'7.40 MI SE FROM BYHALIA. EG1180'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1180'FOR 0.1 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1180'7.30 MILES TO THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP EG1180'OF A 12 INCH ROUND, CONCRETE POST. IT IS 45.8 FEET NORTHEAST OF THE EG1180'CENTERLINE OF HIGHWAY 78, 3.9 FEET SOUTH OF A 21 INCH PINE, 1.4 FOOT EG1180'NORTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF HIGHWAY EG1180'78, AND PROJECTS 4 INCHES. EG1180 EG1180 STATION RECOVERY (2003) EG1180 EG1180'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1180'MARK IS 20.5 FT NORTH OF HWY. RIGHT OF WAY MARKER. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1185 *********************************************************************** EG1185 DESIGNATION - 78 V 113 EG1185 PID - EG1185 EG1185 STATE/COUNTY- MS/MARSHALL EG1185 USGS QUAD - RED BANKS (1971) EG1185 EG1185 *CURRENT SURVEY CONTROL EG1185 ___________________________________________________________________ EG1185* NAD 83(1986)- 34 50 39. (N) 089 36 40. (W) SCALED EG1185* NAVD 88 - 141.302 (meters) 463.59 (feet) ADJUSTED EG1185 ___________________________________________________________________ EG1185 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1185 DYNAMIC HT - 141.167 (meters) 463.15 (feet) COMP EG1185 MODELED GRAV- 979,673.6 (mgal) NAVD 88 EG1185 EG1185 VERT ORDER - SECOND CLASS 0 EG1185 EG1185.The horizontal coordinates were scaled from a topographic map and have EG1185.an estimated accuracy of +/- 6 seconds. EG1185 EG1185.The orthometric height was determined by differential leveling EG1185.and adjusted by the National Geodetic Survey in June 1991. EG1185 EG1185.The geoid height was determined by GEOID99. EG1185 EG1185.The dynamic height is computed by dividing the NAVD 88 EG1185.geopotential number by the normal gravity value computed on the EG1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1185.degrees latitude (g = 980.6199 gals.). EG1185 EG1185.The modeled gravity was interpolated from observed gravity values. EG1185 EG1185; North East Units Estimated Accuracy EG1185;SPC MS E - 592,860. 228,870. MT (+/- 180 meters Scaled) EG1185 EG1185 SUPERSEDED SURVEY CONTROL EG1185 EG1185 NGVD 29 (??/??/??) 141.26 (m) 463.5 (f) RESET 3 EG1185 EG1185.Superseded values are not recommended for survey control. EG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1185.See file dsdata.txt to determine how the superseded data were derived. EG1185 EG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD612588(NAD 83) EG1185_MARKER: DD = SURVEY DISK EG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1185_STAMPING: 78V-113 1965 EG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1185+STABILITY: SURFACE MOTION EG1185 EG1185 HISTORY - Date Condition Report By EG1185 HISTORY - 1965 MONUMENTED MSHD EG1185 HISTORY - 1966 GOOD MSHD EG1185 HISTORY - 20031002 MARK NOT FOUND USACE EG1185 EG1185 STATION DESCRIPTION EG1185 EG1185'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1185'5.10 MI SE FROM BYHALIA. EG1185'TO REACH FROM THE U.S. POST OFFICE IN BYHALIA GO NORTH ON MAIN STREET EG1185'FOR 0.10 MILE TO HIGHWAY 78, TURN RIGHT SOUTHEAST ON HIGHWAY 78 FOR EG1185'5.10 MILES TO THE MARK ON THE LEFT. THE MARK IS A DISK SET IN THE TOP EG1185'OF A 12 INCH ROUND CONCRETE POST. IT IS 46.4 FEET NORTHEAST OF THE EG1185'CENTERLINE OF HIGHWAY 78, 45.9 FEET SOUTHEAST OF CENTERLINE OF A EG1185'DRIVEWAY LEADING TO A BRICK HOUSE, 4.8 FEET SOUTH OF A FENCE CORNER, EG1185'3.0 FEET SOUTH OF A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS EG1185'POST, 2 FEET BELOW THE LEVEL OF HIGHWAY 78, AND PROJECTS 3 INCHES. EG1185 EG1185 STATION RECOVERY (2003) EG1185 EG1185'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1185'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1225 *********************************************************************** EG1225 DESIGNATION - JBL 23 EG1225 PID - EG1225 EG1225 STATE/COUNTY- MS/MARSHALL EG1225 USGS QUAD - RED BANKS (1971) EG1225 EG1225 *CURRENT SURVEY CONTROL EG1225 ___________________________________________________________________ EG1225* NAD 83(1986)- 34 50 30. (N) 089 35 29. (W) SCALED EG1225* NAVD 88 - 144.130 (meters) 472.87 (feet) ADJUSTED EG1225 ___________________________________________________________________ EG1225 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1225 DYNAMIC HT - 143.991 (meters) 472.41 (feet) COMP EG1225 MODELED GRAV- 979,672.0 (mgal) NAVD 88 EG1225 EG1225 VERT ORDER - SECOND CLASS 0 EG1225 EG1225.The horizontal coordinates were scaled from a topographic map and have EG1225.an estimated accuracy of +/- 6 seconds. EG1225 EG1225.The orthometric height was determined by differential leveling EG1225.and adjusted by the National Geodetic Survey in June 1991. EG1225 EG1225.The geoid height was determined by GEOID99. EG1225 EG1225.The dynamic height is computed by dividing the NAVD 88 EG1225.geopotential number by the normal gravity value computed on the EG1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1225.degrees latitude (g = 980.6199 gals.). EG1225 EG1225.The modeled gravity was interpolated from observed gravity values. EG1225 EG1225; North East Units Estimated Accuracy EG1225;SPC MS E - 592,570. 230,670. MT (+/- 180 meters Scaled) EG1225 EG1225 SUPERSEDED SURVEY CONTROL EG1225 EG1225 NGVD 29 (??/??/??) 144.09 (m) 472.7 (f) RESET 3 EG1225 EG1225.Superseded values are not recommended for survey control. EG1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1225.See file dsdata.txt to determine how the superseded data were derived. EG1225 EG1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD630585(NAD 83) EG1225_MARKER: DD = SURVEY DISK EG1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1225_STAMPING: JBL 23 (1928) EG1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG1225+STABILITY: SURFACE MOTION EG1225 EG1225 HISTORY - Date Condition Report By EG1225 HISTORY - 1928 MONUMENTED USGS EG1225 HISTORY - 1966 GOOD MSHD EG1225 HISTORY - 20031002 MARK NOT FOUND USACE EG1225 EG1225 STATION DESCRIPTION EG1225 EG1225'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1225'10.0 MI NW FROM HOLLY SPRINGS. EG1225'TO REACH FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH ON EG1225'HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL EG1225'HIGHWAY 78 FOR 9.0 MILES TO A CROSSROADS, TURN RIGHT AND GO 0.35 MILE EG1225'ACROSS THE RAILROAD TRACK TO THE MARK ON THE LEFT AS DESCRIBED. IT IS EG1225'61.3 FEET NORTH OF THE NORTH RAIL, 23.5 FEET NORTHWEST OF A RAILROAD EG1225'STOP SIGN, 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD, AND 1.5 FEET EG1225'EAST OF A METAL WITNESS POST. EG1225 EG1225 STATION RECOVERY (2003) EG1225 EG1225'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1225'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1173 *********************************************************************** EG1173 DESIGNATION - MAHON EG1173 PID - EG1173 EG1173 STATE/COUNTY- MS/MARSHALL EG1173 USGS QUAD - RED BANKS (1971) EG1173 EG1173 *CURRENT SURVEY CONTROL EG1173 ___________________________________________________________________ EG1173* NAD 83(1993)- 34 48 56.25837(N) 089 31 46.54942(W) ADJUSTED EG1173* NAVD 88 - 175.009 (meters) 574.18 (feet) ADJUSTED EG1173 ___________________________________________________________________ EG1173 LAPLACE CORR- -0.40 (seconds) DEFLEC99 EG1173 GEOID HEIGHT- -27.40 (meters) GEOID99 EG1173 DYNAMIC HT - 174.840 (meters) 573.62 (feet) COMP EG1173 MODELED GRAV- 979,664.0 (mgal) NAVD 88 EG1173 EG1173 HORZ ORDER - SECOND EG1173 VERT ORDER - SECOND CLASS 0 EG1173 EG1173.The horizontal coordinates were established by classical geodetic methods EG1173.and adjusted by the National Geodetic Survey in May 1994. EG1173 EG1173.The orthometric height was determined by differential leveling EG1173.and adjusted by the National Geodetic Survey in June 1991. EG1173 EG1173.The Laplace correction was computed from DEFLEC99 derived deflections. EG1173 EG1173.The geoid height was determined by GEOID99. EG1173 EG1173.The dynamic height is computed by dividing the NAVD 88 EG1173.geopotential number by the normal gravity value computed on the EG1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1173.degrees latitude (g = 980.6199 gals.). EG1173 EG1173.The modeled gravity was interpolated from observed gravity values. EG1173 EG1173; North East Units Scale Converg. EG1173;SPC MS E - 589,641.039 236,299.753 MT 0.99999999 -0 23 51.1 EG1173;UTM 16 - 3,855,514.351 268,627.139 MT 1.00025985 -1 26 41.6 EG1173 EG1173: Primary Azimuth Mark Grid Az EG1173:SPC MS E - MAHON AZ MK 299 31 42.3 EG1173:UTM 16 - MAHON AZ MK 300 34 32.8 EG1173 EG1173|---------------------------------------------------------------------| EG1173| PID Reference Object Distance Geod. Az | EG1173| dddmmss.s | EG1173| EG1174 MAHON RM 1 10.637 METERS 09415 | EG1173| EG1707 HOLLY SPGS CLIPPER ABRASIVE TK APPROX. 9.9 KM 1181434.0 | EG1173| EG1708 HOLLY SPGS FRYLING ELEC TANK APPROX.10.6 KM 1230939.8 | EG1173| EG1175 MAHON RM 2 27.349 METERS 19220 | EG1173| EG1176 MAHON AZ MK 2990751.2 | EG1173|---------------------------------------------------------------------| EG1173 EG1173 SUPERSEDED SURVEY CONTROL EG1173 EG1173 NAD 83(1986)- 34 48 56.26936(N) 089 31 46.54920(W) AD( ) 2 EG1173 NAD 27 - 34 48 55.92400(N) 089 31 46.26100(W) AD( ) 2 EG1173 NGVD 29 (??/??/??) 174.96 (m) 574.0 (f) RESET 3 EG1173 EG1173.Superseded values are not recommended for survey control. EG1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1173.See file dsdata.txt to determine how the superseded data were derived. EG1173 EG1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6862755514(NAD 83) EG1173_MARKER: DB = BENCH MARK DISK EG1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG1173_STAMPING: MAHON 1955 EG1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1173+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 EG1173 EG1173 HISTORY - Date Condition Report By EG1173 HISTORY - 1955 MONUMENTED CGS EG1173 HISTORY - 1966 GOOD MSHD EG1173 HISTORY - 1966 GOOD MSHD EG1173 HISTORY - 20031002 GOOD USACE EG1173 EG1173 STATION DESCRIPTION EG1173 EG1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET) EG1173'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HOLLY SPRINGS ALONG THE EG1173'SOUTH SIDE OF U S EG1173'HIGHWAY 78, NEAR THE EXTREME NORTHEAST CORNER OF SECTION EG1173'20, T 3 S, R 3 W AND AT THE EG1173'STATE FOREST SERVICE LOOKOUT TOWER. EG1173' EG1173'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY SPRINGS, GO NORTH EG1173'AND THEN NORTHWEST ON U S EG1173'HIGHWAY 78 FOR 5.8 MILES TO THE STATE FOREST LOOKOUT EG1173'TOWER ON THE LEFT AND THE STATION. EG1173'(CONTINUE NORTHWEST ON U S EG1173'HIGHWAY 78 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE EG1173'RIGHT.) EG1173' EG1173'STATION MARK, A STANDARD DISK, STAMPED MAHON 1955, IS SET IN THE TOP EG1173'OF A CONCRETE MONUMENT EG1173'WHICH PROJECTS 6 INCHES. IT IS 27 FEET NORTHWEST EG1173'OF THE SOUTHWEST CORNER OF LOOKOUT EG1173'TOWER, 25.5 FEET SOUTHWEST OF THE EG1173'NORTHWEST CORNER OF LOOKOUT TOWER AND 3 FEET SOUTH OF EG1173'A WHITE WITNESS EG1173'POST. EG1173' EG1173'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED MAHON NO 1 1955, IS SET EG1173'IN THE TOP OF A CONCRETE EG1173'MONUMENT WHICH PROJECT 1 INCH. IT IS LOCATED AT EG1173'THE CENTER OF THE LOOKOUT TOWER. EG1173' EG1173'REFERENCE MARK NO 2, A STANDARD DISK, STAMPED MAHON NO 2 1955, IS SET EG1173'IN THE TOP OF A CONCRETE EG1173'MONUMENT WHICH PROJECTS 3 INCHES. IT IS 32 FEET EG1173'NORTHWEST OF A 15 FOOT POLE AND IS EG1173'APPROXIMATELY 3 FEET LOWER THAN EG1173'THE STATION. EG1173' EG1173'AZIMUTH MARK, A STANDARD DISK, STAMPED MAHON 1955, IS SET IN THE TOP EG1173'OF A CONCRETE MONUMENT EG1173'WHICH PROJECTS 7 INCHES. IT IS 50 FEET NORTH OF EG1173'THE CENTER LINE OF U S HIGHWAY 78, EG1173'2.5 FEET EAST OF A WHITE WITNESS EG1173'POST, 1 FOOT SOUTH OF A FENCE LINE AND ON THE ROAD EG1173'RIGHT-OF-WAY. EG1173' EG1173'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS. EG1173 EG1173 STATION RECOVERY (1966) EG1173 EG1173'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1173'THE STATION WAS VISITED 4-28-66 AND ALL MARKS WERE FOUND IN GOOD EG1173'CONDITION. EG1173' EG1173'TO REACH THE STATION FROM U S POST OFFICE IN HOLLY SPRINGS GO NORTH EG1173'ON HIGHWAY 7 FOR EG1173'0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL EG1173'HIGHWAY 78 FOR 5.25 MILES TO A EG1173'LOOKOUT TOWER AND THE MARK ON THE LEFT EG1173'AS DESCRIBED. TO REACH THE AZIMUTH CONTINUE FOR EG1173'0.4 MILE TO A FARM EG1173'ROAD AND THE MARK ON THE RIGHT AS DESCRIBED. THE STATION DISK IS EG1173'STAMPED MAHON EG1173'(1955). EG1173' EG1173'IT IS 61.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 27 EG1173'FEET NORTHWEST OF EG1173'THE SOUTHWEST TOWER LEG, 25.5 FEET SOUTHWEST OF THE EG1173'NORTHWEST TOWER LEG, AND 4.2 EG1173'FEET NORTH OF A POWER POLE. EG1173' EG1173'RM 1 IS IN THE CENTER OF THE TOWER, 2 FEET SOUTHWEST OF A METAL EG1173'WARNIGN SIGN, AND STAMPED EG1173'MAHON NO 1 (1955). EG1173' EG1173'RM 2 IS 9 FEET NORTHEAST OF A POWER POLE, 8 FEET NORTHEAST OF THE EG1173'NORTHEAST CORNER OF AN EG1173'OVAL SHAPED BUILDING, 7.8 FEET NORTHEAST OF A WATER EG1173'HYDRANT, AND STAMPED MANON NO 2 EG1173'(1955). EG1173' EG1173'THE AZIMUTH MARK IS 57.3 FEET EAST OF BM 78V-109, 56 FEET EAST OF THE EG1173'METAL WITNESS POST BY EG1173'78V-109, 50 FEET NORTH OF THE CENTER OF HIGHWAY 78, EG1173'20 FEET WEST OF A POWER POLE, 2 EG1173'FEET SOUTH OF A FENCE, AND STAMPED EG1173'MAHON (1955). EG1173 EG1173 STATION RECOVERY (1966) EG1173 EG1173'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1173'5.25 MI N FROM HOLLY SPRINGS. EG1173'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO EG1173'NORTH ON HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND EG1173'TRAVEL HIGHWAY 78 FOR 5.25 MILES TO A LOOKOUT TOWER AND THE MARK ON EG1173'THE LEFT AS DESCRIBED. TO REACH THE AZIMUTH CONTINUE FOR 0.4 MILE TO EG1173'A FARM ROAD AND THE MARK ON THE RIGHT AS DESCRIBED. THE STATION DISK EG1173'IS STAMPED MAHON (1955). IT IS 61.8 FEET SOUTHEAST OF THE NORTHEAST EG1173'CORNER OF THE HOUSE, 27 FEET NORTHWEST OF THE SOUTHWEST TOWER LEG, EG1173'25.5 FEET SOUTHWEST OF THE NORTHWEST TOWER LEG, AND 4.2 FEET NORTH OF EG1173'A POWER POLE. EG1173 EG1173 STATION RECOVERY (2003) EG1173 EG1173'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1173'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1174 *********************************************************************** EG1174 DESIGNATION - MAHON RM 1 EG1174 PID - EG1174 EG1174 STATE/COUNTY- MS/MARSHALL EG1174 USGS QUAD - RED BANKS (1971) EG1174 EG1174 *CURRENT SURVEY CONTROL EG1174 ___________________________________________________________________ EG1174* NAD 83(1993)- 34 48 56.23281(N) 089 31 46.13202(W) ADJUSTED EG1174* NAVD 88 - 175.344 (meters) 575.27 (feet) ADJUSTED EG1174 ___________________________________________________________________ EG1174 LAPLACE CORR- -0.40 (seconds) DEFLEC99 EG1174 GEOID HEIGHT- -27.40 (meters) GEOID99 EG1174 DYNAMIC HT - 175.175 (meters) 574.72 (feet) COMP EG1174 MODELED GRAV- 979,664.0 (mgal) NAVD 88 EG1174 EG1174 HORZ ORDER - SECOND EG1174 VERT ORDER - SECOND CLASS 0 EG1174 EG1174.The horizontal coordinates were established by classical geodetic methods EG1174.and adjusted by the National Geodetic Survey in May 1994. EG1174 EG1174.The orthometric height was determined by differential leveling EG1174.and adjusted by the National Geodetic Survey in June 1991. EG1174 EG1174.The Laplace correction was computed from DEFLEC99 derived deflections. EG1174 EG1174.The geoid height was determined by GEOID99. EG1174 EG1174.The dynamic height is computed by dividing the NAVD 88 EG1174.geopotential number by the normal gravity value computed on the EG1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1174.degrees latitude (g = 980.6199 gals.). EG1174 EG1174.The modeled gravity was interpolated from observed gravity values. EG1174 EG1174; North East Units Scale Converg. EG1174;SPC MS E - 589,640.178 236,310.355 MT 0.99999998 -0 23 50.9 EG1174;UTM 16 - 3,855,513.296 268,637.726 MT 1.00025979 -1 26 41.3 EG1174 EG1174 SUPERSEDED SURVEY CONTROL EG1174 EG1174 NAD 83(1986)- 34 48 56.24380(N) 089 31 46.13181(W) AD( ) 2 EG1174 NAD 27 - 34 48 55.89800(N) 089 31 45.84400(W) AD( ) 2 EG1174 NGVD 29 (??/??/??) 175.29 (m) 575.1 (f) RESET 3 EG1174 EG1174.Superseded values are not recommended for survey control. EG1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1174.See file dsdata.txt to determine how the superseded data were derived. EG1174 EG1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD6863855513(NAD 83) EG1174_MARKER: DR = REFERENCE MARK DISK EG1174_SETTING: 30 = TOWER EG1174_STAMPING: MAHON NO. 1 1955 EG1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG1174+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003 EG1174 EG1174 HISTORY - Date Condition Report By EG1174 HISTORY - 1955 MONUMENTED CGS EG1174 HISTORY - 1966 GOOD MSHD EG1174 HISTORY - 1966 GOOD MSHD EG1174 HISTORY - 1971 GOOD NGS EG1174 HISTORY - 20031002 GOOD USACE EG1174 EG1174 STATION DESCRIPTION EG1174 EG1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET) EG1174'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF HOLLY SPRINGS ON THE EG1174'SOUTHWEST SIDE OF EG1174'U S HIGHWAY 78 IN THE NORTHWEST CORNER OF SECTION EG1174'20, T 3S, R 3W. EG1174' EG1174'THE LOOKOUT TOWER IS A METAL CABIN ATOP A 4 LEGGED SKELETON STRUCTURE EG1174'THAT IS 100 FEET EG1174'HIGH AND BELONGS TO THE MISSISSIPPI FORESTRY EG1174'COMMISSION. A STANDARD REFERENCE EG1174'DISK STAMPED MAHON NO 1 1955 WAS EG1174'SET IN A CONCRETE MONUMENT IN THE BOTTOM CENTER OF EG1174'THE TOWER. EG1174' EG1174'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAHON 1955, EG1174'THE DISTANCE IS EG1174'34.90 FEET OR 10.637 AND IS EAST OF STATION MAHON EG1174'1955. EG1174 EG1174 STATION RECOVERY (1966) EG1174 EG1174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1174'THE STATION SITE WAS VISITED 4-28-66 AND THE STATION WAS FOUND IN EG1174'GOOD CONDITION. EG1174' EG1174'TO REACH THE STATION FROM THE U S POST OFFICE GO NORTH ON HIGHWAY 7 EG1174'FOR 0.65 MILE TO A EG1174'FORK, TAKE THE LEFT FORK AND TRAVEL HIGHWAY 78 FOR EG1174'5.25 MILES TO THE TOWER ON THE LEFT. EG1174 EG1174 STATION RECOVERY (1966) EG1174 EG1174'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1174'5.25 MI N FROM HOLLY SPRINGS. EG1174'TO REACH THE MARK FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH EG1174'ON HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK AND TRAVEL EG1174'HIGHWAY 78 FOR 5.25 MILES TO A LOOKOUT TOWER AND THE MARK ON THE LEFT EG1174'AS DESCRIBED. IT IS IN THE CENTER OF THE TOWER, 5.4 FEET NORTHEAST OF EG1174'THE BOTTOM STEP OF THE STAIRS GOING TO THE TOP OF THE TOWER, 2 FEET EG1174'SOUTHWEST OF A METAL WARNING SIGN, AND STAMPED MAHON NO. 1 (1955). EG1174 EG1174 STATION RECOVERY (1971) EG1174 EG1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV) EG1174'THIS STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. EG1174' EG1174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES EG1174'NORTHWEST OF HOLLY SPRINGS. EG1174 EG1174 STATION RECOVERY (2003) EG1174 EG1174'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1174'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 EG1181 *********************************************************************** EG1181 DESIGNATION - VICTORIA AZ MK EG1181 PID - EG1181 EG1181 STATE/COUNTY- MS/MARSHALL EG1181 USGS QUAD - RED BANKS (1971) EG1181 EG1181 *CURRENT SURVEY CONTROL EG1181 ___________________________________________________________________ EG1181* NAD 83(1986)- 34 50 13. (N) 089 35 26. (W) SCALED EG1181* NAVD 88 - 153.159 (meters) 502.49 (feet) ADJUSTED EG1181 ___________________________________________________________________ EG1181 GEOID HEIGHT- -27.41 (meters) GEOID99 EG1181 DYNAMIC HT - 153.012 (meters) 502.01 (feet) COMP EG1181 MODELED GRAV- 979,671.6 (mgal) NAVD 88 EG1181 EG1181 VERT ORDER - SECOND CLASS 0 EG1181 EG1181.The horizontal coordinates were scaled from a topographic map and have EG1181.an estimated accuracy of +/- 6 seconds. EG1181 EG1181.The orthometric height was determined by differential leveling EG1181.and adjusted by the National Geodetic Survey in June 1991. EG1181 EG1181.The geoid height was determined by GEOID99. EG1181 EG1181.The dynamic height is computed by dividing the NAVD 88 EG1181.geopotential number by the normal gravity value computed on the EG1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EG1181.degrees latitude (g = 980.6199 gals.). EG1181 EG1181.The modeled gravity was interpolated from observed gravity values. EG1181 EG1181; North East Units Estimated Accuracy EG1181;SPC MS E - 592,050. 230,740. MT (+/- 180 meters Scaled) EG1181 EG1181 SUPERSEDED SURVEY CONTROL EG1181 EG1181 NGVD 29 (??/??/??) 153.12 (m) 502.4 (f) RESET 3 EG1181 EG1181.Superseded values are not recommended for survey control. EG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG1181.See file dsdata.txt to determine how the superseded data were derived. EG1181 EG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBD631580(NAD 83) EG1181_MARKER: DZ = AZIMUTH MARK DISK EG1181_SETTING: 0 = UNSPECIFIED SETTING EG1181_STAMPING: VICTORIA 1955 EG1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG1181 EG1181 HISTORY - Date Condition Report By EG1181 HISTORY - 1955 MONUMENTED CGS EG1181 HISTORY - 1966 GOOD MSHD EG1181 HISTORY - 19811001 GOOD MSSU EG1181 HISTORY - 20031002 MARK NOT FOUND USACE EG1181 EG1181 STATION DESCRIPTION EG1181 EG1181'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 EG1181'9.4 MI NW FROM HOLLY SPRINGS. EG1181'TO REACH THE MARK FROM THE U.S. POST OFFICE IN HOLLY SPRINGS GO NORTH EG1181'ON MISSISSIPPI HIGHWAY 7 FOR 0.65 MILE TO A FORK, TAKE THE LEFT FORK EG1181'(NORTHWEST) AND CONTINUE ON U.S. 78 FOR 9.4 MILES TO A CROSSROADS AND EG1181'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED. THE AZIMUTH MARK IS 82 EG1181'FEET WEST OF THE CENTER OF A GRAVEL ROAD, 45 FEET SOUTH OF THE CENTER EG1181'OF HIGHWAY 78, 27.5 FEET EAST OF A FENCE CORNER, 2.8 FEET WEST OF A EG1181'METAL WITNESS POST, 2.6 FEET NORTHWEST OF A POWER POLE NO. 2, AND EG1181'STAMPED VICTORIA (1955). EG1181 EG1181 STATION RECOVERY (1981) EG1181 EG1181'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) EG1181'RECOVERED IN GOOD CONDITION. EG1181 EG1181 STATION RECOVERY (2003) EG1181 EG1181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB) EG1181'MARK NOT FOUND.