1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2064 *********************************************************************** EG2064 DESIGNATION - 45 V 238 RESET EG2064 PID - EG2064 EG2064 STATE/COUNTY- MS/ALCORN EG2064 USGS QUAD - RIENZI (1982) EG2064 EG2064 *CURRENT SURVEY CONTROL EG2064 ___________________________________________________________________ EG2064* NAD 83(1986)- 34 45 46. (N) 088 33 32. (W) SCALED EG2064* NAVD 88 - 147.22 (meters) 483.0 (feet) RESET EG2064 ___________________________________________________________________ EG2064 GEOID HEIGHT- -27.41 (meters) GEOID99 EG2064 EG2064 VERT ORDER - THIRD EG2064 EG2064.The horizontal coordinates were scaled from a topographic map and have EG2064.an estimated accuracy of +/- 6 seconds. EG2064 EG2064.The orthometric height was computed from unverified reset data. EG2064.No vertical observational check was made to the station. EG2064 EG2064.The geoid height was determined by GEOID99. EG2064 EG2064; North East Units Estimated Accuracy EG2064;SPC MS E - 583,590. 325,120. MT (+/- 180 meters Scaled) EG2064 EG2064 SUPERSEDED SURVEY CONTROL EG2064 EG2064 NGVD 29 - 147.20 (m) 482.9 (f) RESET 3 EG2064 EG2064.Superseded values are not recommended for survey control. EG2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2064.See file dsdata.txt to determine how the superseded data were derived. EG2064 EG2064_MARKER: DV = VERTICAL CONTROL DISK EG2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2064_STAMPING: 45V 238 RESET 1989 EG2064_MARK LOGO: NGS EG2064_MAGNETIC: N = NO MAGNETIC MATERIAL EG2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2064+STABILITY: SURFACE MOTION EG2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2064+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2064 EG2064 HISTORY - Date Condition Report By EG2064 HISTORY - 1989 MONUMENTED MSHD EG2064 EG2064 STATION DESCRIPTION EG2064 EG2064'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2064'11.65 MI (18.75 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG2064'U.S. HIGHWAY 72 IN CORINTH, TO THE JUNCTION OF STATE HIGHWAY 356 AND EG2064'MARK IN NORTHWEST ANGLE OF INTERSECTION, 115.0 FT (35.1 M) WEST OF EG2064'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 316.0 FT (96.3 M) EG2064'NORTH OF THE CENTER OF STATE HIGHWAY 356, 4.0 FT (1.2 M) NORTHEAST OF EG2064'POWER POLE NO.315, PROJECTING 1 INCH ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2084 *********************************************************************** EG2084 DESIGNATION - 45 V 242 RESET EG2084 PID - EG2084 EG2084 STATE/COUNTY- MS/ALCORN EG2084 USGS QUAD - RIENZI (1982) EG2084 EG2084 *CURRENT SURVEY CONTROL EG2084 ___________________________________________________________________ EG2084* NAD 83(1986)- 34 46 28. (N) 088 33 32. (W) SCALED EG2084* NAVD 88 - 134.43 (meters) 441.0 (feet) RESET EG2084 ___________________________________________________________________ EG2084 GEOID HEIGHT- -27.42 (meters) GEOID99 EG2084 EG2084 VERT ORDER - THIRD EG2084 EG2084.The horizontal coordinates were scaled from a topographic map and have EG2084.an estimated accuracy of +/- 6 seconds. EG2084 EG2084.The orthometric height was computed from unverified reset data. EG2084.No vertical observational check was made to the station. EG2084 EG2084.The geoid height was determined by GEOID99. EG2084 EG2084; North East Units Estimated Accuracy EG2084;SPC MS E - 584,890. 325,120. MT (+/- 180 meters Scaled) EG2084 EG2084 SUPERSEDED SURVEY CONTROL EG2084 EG2084 NGVD 29 - 134.41 (m) 441.0 (f) RESET 3 EG2084 EG2084.Superseded values are not recommended for survey control. EG2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2084.See file dsdata.txt to determine how the superseded data were derived. EG2084 EG2084_MARKER: DV = VERTICAL CONTROL DISK EG2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2084_STAMPING: 45V 242 RESET 1989 EG2084_MARK LOGO: NGS EG2084_MAGNETIC: N = NO MAGNETIC MATERIAL EG2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2084+STABILITY: SURFACE MOTION EG2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2084+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2084 EG2084 HISTORY - Date Condition Report By EG2084 HISTORY - 1989 MONUMENTED MSHD EG2084 EG2084 STATION DESCRIPTION EG2084 EG2084'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2084'10.79 MI (17.36 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG2084'U.S. HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE EG2084'RIGHT, 75.0 FT (22.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES EG2084'OF HIGHWAY 45, 6.0 FT (1.8 M) NORTH OF POWER POLE NO.295 AND SET IN EG2084'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2068 *********************************************************************** EG2068 DESIGNATION - 45 V 243 RESET EG2068 PID - EG2068 EG2068 STATE/COUNTY- MS/ALCORN EG2068 USGS QUAD - RIENZI (1982) EG2068 EG2068 *CURRENT SURVEY CONTROL EG2068 ___________________________________________________________________ EG2068* NAD 83(1986)- 34 46 54. (N) 088 33 36. (W) SCALED EG2068* NAVD 88 - 137.47 (meters) 451.0 (feet) RESET EG2068 ___________________________________________________________________ EG2068 GEOID HEIGHT- -27.43 (meters) GEOID99 EG2068 EG2068 VERT ORDER - THIRD EG2068 EG2068.The horizontal coordinates were scaled from a topographic map and have EG2068.an estimated accuracy of +/- 6 seconds. EG2068 EG2068.The orthometric height was computed from unverified reset data. EG2068.No vertical observational check was made to the station. EG2068 EG2068.The geoid height was determined by GEOID99. EG2068 EG2068; North East Units Estimated Accuracy EG2068;SPC MS E - 585,690. 325,020. MT (+/- 180 meters Scaled) EG2068 EG2068 SUPERSEDED SURVEY CONTROL EG2068 EG2068 NGVD 29 - 137.44 (m) 450.9 (f) RESET 3 EG2068 EG2068.Superseded values are not recommended for survey control. EG2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2068.See file dsdata.txt to determine how the superseded data were derived. EG2068 EG2068_MARKER: DV = VERTICAL CONTROL DISK EG2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2068_STAMPING: 45 V 243 RESET 1989 EG2068_MARK LOGO: NGS EG2068_MAGNETIC: N = NO MAGNETIC MATERIAL EG2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2068+STABILITY: SURFACE MOTION EG2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2068+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2068 EG2068 HISTORY - Date Condition Report By EG2068 HISTORY - 1989 MONUMENTED MSHD EG2068 EG2068 STATION DESCRIPTION EG2068 EG2068'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2068'10.50 MI (16.90 KM) SOUTH ALONG U.S HIGHWAY 45 FROM THE JUNCTION OF EG2068'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE EG2068'RIGHT, 136.0 FT (41.5 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES EG2068'OF HIGHWAY 45, 255.0 FT (77.7 M) NORTH OF A COUNTY ROAD, 8.4 FT EG2068'(2.6 M) NORTH OF POWER POLE NO.285 AND SET IN TOP OF A ROUND CONCRETE EG2068'POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2073 *********************************************************************** EG2073 DESIGNATION - 45 V 244 RESET EG2073 PID - EG2073 EG2073 STATE/COUNTY- MS/ALCORN EG2073 USGS QUAD - RIENZI (1982) EG2073 EG2073 *CURRENT SURVEY CONTROL EG2073 ___________________________________________________________________ EG2073* NAD 83(1986)- 34 47 32. (N) 088 33 32. (W) SCALED EG2073* NAVD 88 - 136.63 (meters) 448.3 (feet) RESET EG2073 ___________________________________________________________________ EG2073 GEOID HEIGHT- -27.43 (meters) GEOID99 EG2073 EG2073 VERT ORDER - THIRD EG2073 EG2073.The horizontal coordinates were scaled from a topographic map and have EG2073.an estimated accuracy of +/- 6 seconds. EG2073 EG2073.The orthometric height was computed from unverified reset data. EG2073.No vertical observational check was made to the station. EG2073 EG2073.The geoid height was determined by GEOID99. EG2073 EG2073; North East Units Estimated Accuracy EG2073;SPC MS E - 586,860. 325,120. MT (+/- 180 meters Scaled) EG2073 EG2073 SUPERSEDED SURVEY CONTROL EG2073 EG2073 NGVD 29 - 136.61 (m) 448.2 (f) RESET 3 EG2073 EG2073.Superseded values are not recommended for survey control. EG2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2073.See file dsdata.txt to determine how the superseded data were derived. EG2073 EG2073_MARKER: DV = VERTICAL CONTROL DISK EG2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2073_STAMPING: 45V 244 RESET 1989 EG2073_MARK LOGO: NGS EG2073_MAGNETIC: N = NO MAGNETIC MATERIAL EG2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2073+STABILITY: SURFACE MOTION EG2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2073+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2073 EG2073 HISTORY - Date Condition Report By EG2073 HISTORY - 1989 MONUMENTED MSHD EG2073 EG2073 STATION DESCRIPTION EG2073 EG2073'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2073'9.55 MI (15.37 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG2073'U.S. HIGHWAY 72 IN WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT, EG2073'138.0 FT (42.1 M) SOUTH OF THE CORNER OF CHAIN LINK FENCE, 74.0 FT EG2073'(22.6 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, EG2073'3.0 FT (0.9 M) NORTH OF POWER POLE NO.264 AND SET IN TOP OF A ROUND EG2073'CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2074 *********************************************************************** EG2074 DESIGNATION - 45 V 246 RESET EG2074 PID - EG2074 EG2074 STATE/COUNTY- MS/ALCORN EG2074 USGS QUAD - RIENZI (1982) EG2074 EG2074 *CURRENT SURVEY CONTROL EG2074 ___________________________________________________________________ EG2074* NAD 83(1986)- 34 49 04. (N) 088 33 32. (W) SCALED EG2074* NAVD 88 - 130.92 (meters) 429.5 (feet) RESET EG2074 ___________________________________________________________________ EG2074 GEOID HEIGHT- -27.46 (meters) GEOID99 EG2074 EG2074 VERT ORDER - THIRD EG2074 EG2074.The horizontal coordinates were scaled from a topographic map and have EG2074.an estimated accuracy of +/- 6 seconds. EG2074 EG2074.The orthometric height was computed from unverified reset data. EG2074.No vertical observational check was made to the station. EG2074 EG2074.The geoid height was determined by GEOID99. EG2074 EG2074; North East Units Estimated Accuracy EG2074;SPC MS E - 589,690. 325,110. MT (+/- 180 meters Scaled) EG2074 EG2074 SUPERSEDED SURVEY CONTROL EG2074 EG2074 NGVD 29 - 130.90 (m) 429.5 (f) RESET 3 EG2074 EG2074.Superseded values are not recommended for survey control. EG2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2074.See file dsdata.txt to determine how the superseded data were derived. EG2074 EG2074_MARKER: DV = VERTICAL CONTROL DISK EG2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2074_STAMPING: 45V 246 RESET 1989 EG2074_MARK LOGO: NGS EG2074_MAGNETIC: N = NO MAGNETIC MATERIAL EG2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2074+STABILITY: SURFACE MOTION EG2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2074+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2074 EG2074 HISTORY - Date Condition Report By EG2074 HISTORY - 1989 MONUMENTED MSHD EG2074 EG2074 STATION DESCRIPTION EG2074 EG2074'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2074'8.0 MI (12.9 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S. EG2074'HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT, EG2074'85.0 FT (25.9 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF EG2074'HIGHWAY 45, 3.0 FT (0.9 M) SOUTH OF POWER POLE NO.228 AND SET IN TOP EG2074'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2075 *********************************************************************** EG2075 DESIGNATION - 45 V 248 RESET EG2075 PID - EG2075 EG2075 STATE/COUNTY- MS/ALCORN EG2075 USGS QUAD - RIENZI (1982) EG2075 EG2075 *CURRENT SURVEY CONTROL EG2075 ___________________________________________________________________ EG2075* NAD 83(1986)- 34 50 18. (N) 088 33 34. (W) SCALED EG2075* NAVD 88 - 143.96 (meters) 472.3 (feet) RESET EG2075 ___________________________________________________________________ EG2075 GEOID HEIGHT- -27.49 (meters) GEOID99 EG2075 EG2075 VERT ORDER - THIRD EG2075 EG2075.The horizontal coordinates were scaled from a topographic map and have EG2075.an estimated accuracy of +/- 6 seconds. EG2075 EG2075.The orthometric height was computed from unverified reset data. EG2075.No vertical observational check was made to the station. EG2075 EG2075.The geoid height was determined by GEOID99. EG2075 EG2075; North East Units Estimated Accuracy EG2075;SPC MS E - 591,970. 325,050. MT (+/- 180 meters Scaled) EG2075 EG2075 SUPERSEDED SURVEY CONTROL EG2075 EG2075.No superseded survey control is available for this station. EG2075 EG2075_MARKER: DV = VERTICAL CONTROL DISK EG2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2075_STAMPING: 45V 248 RESET 1989 EG2075_MARK LOGO: NGS EG2075_MAGNETIC: N = NO MAGNETIC MATERIAL EG2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2075+STABILITY: SURFACE MOTION EG2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2075+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2075 EG2075 HISTORY - Date Condition Report By EG2075 HISTORY - 1989 MONUMENTED MSHD EG2075 EG2075 STATION DESCRIPTION EG2075 EG2075'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2075'6.55 MI (10.54 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG2075'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE BIGGERSVILLE HIGH EG2075'SCHOOL AND MARK ON THE RIGHT, 60.5 FT (18.4 M) WEST OF THE CENTER OF EG2075'THE SOUTH BOUND LANES OF HIGHWAY 45, 41.0 FT (12.5 M) SOUTH OF THE EG2075'CENTER OF SCHOOL ENTRANCE, 21.8 FT (6.6 M) NORTHWEST OF A CONCRETE EG2075'LION SCHOOL MONUMENT, 13.0 FT (4.0 M) SOUTHWEST OF A FIRE HYDRANT, EG2075'5.2 FT (1.6 M) SOUTH OF A LAMP POLE AND SET IN TOP OF A ROUND EG2075'CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2069 *********************************************************************** EG2069 DESIGNATION - 45 V 249 RESET EG2069 PID - EG2069 EG2069 STATE/COUNTY- MS/ALCORN EG2069 USGS QUAD - RIENZI (1982) EG2069 EG2069 *CURRENT SURVEY CONTROL EG2069 ___________________________________________________________________ EG2069* NAD 83(1986)- 34 51 03. (N) 088 33 34. (W) SCALED EG2069* NAVD 88 - 126.89 (meters) 416.3 (feet) RESET EG2069 ___________________________________________________________________ EG2069 GEOID HEIGHT- -27.51 (meters) GEOID99 EG2069 EG2069 VERT ORDER - THIRD EG2069 EG2069.The horizontal coordinates were scaled from a topographic map and have EG2069.an estimated accuracy of +/- 6 seconds. EG2069 EG2069.The orthometric height was computed from unverified reset data. EG2069.No vertical observational check was made to the station. EG2069 EG2069.The geoid height was determined by GEOID99. EG2069 EG2069; North East Units Estimated Accuracy EG2069;SPC MS E - 593,360. 325,050. MT (+/- 180 meters Scaled) EG2069 EG2069 SUPERSEDED SURVEY CONTROL EG2069 EG2069 NGVD 29 - 126.86 (m) 416.2 (f) RESET 3 EG2069 EG2069.Superseded values are not recommended for survey control. EG2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2069.See file dsdata.txt to determine how the superseded data were derived. EG2069 EG2069_MARKER: DV = VERTICAL CONTROL DISK EG2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2069_STAMPING: 45 V 249 RESET 1989 EG2069_MARK LOGO: NGS EG2069_MAGNETIC: N = NO MAGNETIC MATERIAL EG2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2069+STABILITY: SURFACE MOTION EG2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2069+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2069 EG2069 HISTORY - Date Condition Report By EG2069 HISTORY - 1989 MONUMENTED MSHD EG2069 EG2069 STATION DESCRIPTION EG2069 EG2069'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2069'5.9 MI (9.5 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S. EG2069'HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT, EG2069'99.6 FT (30.4 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF EG2069'HIGHWAY 45, 2.7 FT (0.8 M) SOUTH OF POWER POLE NO.165 AND SET IN TOP EG2069'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2071 *********************************************************************** EG2071 DESIGNATION - 45 V 251 RESET EG2071 PID - EG2071 EG2071 STATE/COUNTY- MS/ALCORN EG2071 USGS QUAD - RIENZI (1982) EG2071 EG2071 *CURRENT SURVEY CONTROL EG2071 ___________________________________________________________________ EG2071* NAD 83(1986)- 34 52 29. (N) 088 33 19. (W) SCALED EG2071* NAVD 88 - 125.67 (meters) 412.3 (feet) RESET EG2071 ___________________________________________________________________ EG2071 GEOID HEIGHT- -27.54 (meters) GEOID99 EG2071 EG2071 VERT ORDER - THIRD EG2071 EG2071.The horizontal coordinates were scaled from a topographic map and have EG2071.an estimated accuracy of +/- 6 seconds. EG2071 EG2071.The orthometric height was computed from unverified reset data. EG2071.No vertical observational check was made to the station. EG2071 EG2071.The geoid height was determined by GEOID99. EG2071 EG2071; North East Units Estimated Accuracy EG2071;SPC MS E - 596,010. 325,420. MT (+/- 180 meters Scaled) EG2071 EG2071 SUPERSEDED SURVEY CONTROL EG2071 EG2071 NGVD 29 - 125.65 (m) 412.2 (f) RESET 3 EG2071 EG2071.Superseded values are not recommended for survey control. EG2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2071.See file dsdata.txt to determine how the superseded data were derived. EG2071 EG2071_MARKER: DV = VERTICAL CONTROL DISK EG2071_SETTING: 38 = BRIDGE ABUTMENT EG2071_STAMPING: 45V 251 RESET 1989 EG2071_MARK LOGO: NGS EG2071_MAGNETIC: N = NO MAGNETIC MATERIAL EG2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EG2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2071+SATELLITE: SATELLITE OBSERVATIONS - 1990 EG2071 EG2071 HISTORY - Date Condition Report By EG2071 HISTORY - 1990 MONUMENTED MSHD EG2071 EG2071 STATION DESCRIPTION EG2071 EG2071'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 EG2071'4.1 MI (6.6 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S. EG2071'HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO NORTH END OF CONCRETE EG2071'BRIDGE AND MARK ON THE RIGHT, IN NORTHWEST CORNER OF THE SOUTHBOUND EG2071'CONCRETE BRIGE OF U.S. HIGHWAY 45. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2070 *********************************************************************** EG2070 DESIGNATION - 45 V 252 RESET EG2070 PID - EG2070 EG2070 STATE/COUNTY- MS/ALCORN EG2070 USGS QUAD - CORINTH (1982) EG2070 EG2070 *CURRENT SURVEY CONTROL EG2070 ___________________________________________________________________ EG2070* NAD 83(1986)- 34 53 04. (N) 088 33 04. (W) SCALED EG2070* NAVD 88 - 127.61 (meters) 418.7 (feet) RESET EG2070 ___________________________________________________________________ EG2070 GEOID HEIGHT- -27.56 (meters) GEOID99 EG2070 EG2070 VERT ORDER - THIRD EG2070 EG2070.The horizontal coordinates were scaled from a topographic map and have EG2070.an estimated accuracy of +/- 6 seconds. EG2070 EG2070.The orthometric height was computed from unverified reset data. EG2070.No vertical observational check was made to the station. EG2070 EG2070.The geoid height was determined by GEOID99. EG2070 EG2070; North East Units Estimated Accuracy EG2070;SPC MS E - 597,090. 325,800. MT (+/- 180 meters Scaled) EG2070 EG2070 SUPERSEDED SURVEY CONTROL EG2070 EG2070 NGVD 29 - 127.59 (m) 418.6 (f) RESET 3 EG2070 EG2070.Superseded values are not recommended for survey control. EG2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2070.See file dsdata.txt to determine how the superseded data were derived. EG2070 EG2070_MARKER: DV = VERTICAL CONTROL DISK EG2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2070_STAMPING: 45 V 252 RESET 1989 EG2070_MARK LOGO: NGS EG2070_MAGNETIC: N = NO MAGNETIC MATERIAL EG2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2070+STABILITY: SURFACE MOTION EG2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2070+SATELLITE: SATELLITE OBSERVATIONS - 1989 EG2070 EG2070 HISTORY - Date Condition Report By EG2070 HISTORY - 1989 MONUMENTED MSHD EG2070 EG2070 STATION DESCRIPTION EG2070 EG2070'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2070'3.2 MI (5.1 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S. EG2070'HIGHWAY 72, IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE RIGHT, EG2070'81.3 FT (24.8 M) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF EG2070'HIGHWAY 45, 5.0 FT (1.5 M) NORTH OF A POWER POLE AND SET IN TOP OF A EG2070'ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2076 *********************************************************************** EG2076 DESIGNATION - 45 V 253 RESET EG2076 PID - EG2076 EG2076 STATE/COUNTY- MS/ALCORN EG2076 USGS QUAD - CORINTH (1982) EG2076 EG2076 *CURRENT SURVEY CONTROL EG2076 ___________________________________________________________________ EG2076* NAD 83(1986)- 34 53 37. (N) 088 32 50. (W) SCALED EG2076* NAVD 88 - 122.46 (meters) 401.8 (feet) RESET EG2076 ___________________________________________________________________ EG2076 GEOID HEIGHT- -27.57 (meters) GEOID99 EG2076 EG2076 VERT ORDER - THIRD EG2076 EG2076.The horizontal coordinates were scaled from a topographic map and have EG2076.an estimated accuracy of +/- 6 seconds. EG2076 EG2076.The orthometric height was computed from unverified reset data. EG2076.No vertical observational check was made to the station. EG2076 EG2076.The geoid height was determined by GEOID99. EG2076 EG2076; North East Units Estimated Accuracy EG2076;SPC MS E - 598,110. 326,150. MT (+/- 180 meters Scaled) EG2076 EG2076 SUPERSEDED SURVEY CONTROL EG2076 EG2076 NGVD 29 - 122.46 (m) 401.8 (f) RESET 3 EG2076 EG2076.Superseded values are not recommended for survey control. EG2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2076.See file dsdata.txt to determine how the superseded data were derived. EG2076 EG2076_MARKER: DV = VERTICAL CONTROL DISK EG2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2076_STAMPING: 45V-253 RESET 1989 EG2076_MARK LOGO: NGS EG2076_MAGNETIC: N = NO MAGNETIC MATERIAL EG2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2076+STABILITY: SURFACE MOTION EG2076 EG2076 HISTORY - Date Condition Report By EG2076 HISTORY - 1989 MONUMENTED MSHD EG2076 EG2076 STATION DESCRIPTION EG2076 EG2076'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2076'2.55 MI (4.10 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF EG2076'U.S. HIGHWAY 72 IN THE WEST EDGE OF CORINTH, TO THE MARK ON THE LEFT, EG2076'74.2 FT (22.6 M) EAST OF THE CENTERLINE OF OLD HIGHWAY 45, 29.0 FT EG2076'(8.8 M) SOUTHEAST OF POWER POLE NO.84, 3.8 FT (1.2 M) NORTHWEST OF A EG2076'CONCRETE RIGHT-OF-WAY MARKER AND SET IN TOP OF A ROUND CONCRETE POST, EG2076'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AI2800 *********************************************************************** AI2800 DESIGNATION - 45 V 255 RESET AI2800 PID - AI2800 AI2800 STATE/COUNTY- MS/ALCORN AI2800 USGS QUAD - CORINTH (1982) AI2800 AI2800 *CURRENT SURVEY CONTROL AI2800 ___________________________________________________________________ AI2800* NAD 83(1986)- 34 54 28. (N) 088 32 36. (W) SCALED AI2800* NAVD 88 - 135.28 (meters) 443.8 (feet) RESET AI2800 ___________________________________________________________________ AI2800 GEOID HEIGHT- -27.58 (meters) GEOID99 AI2800 AI2800 VERT ORDER - THIRD AI2800 AI2800.The horizontal coordinates were scaled from a topographic map and have AI2800.an estimated accuracy of +/- 6 seconds. AI2800 AI2800.The orthometric height was computed from unverified reset data. AI2800.No vertical observational check was made to the station. AI2800 AI2800.The geoid height was determined by GEOID99. AI2800 AI2800; North East Units Estimated Accuracy AI2800;SPC MS E - 599,680. 326,500. MT (+/- 180 meters Scaled) AI2800 AI2800 SUPERSEDED SURVEY CONTROL AI2800 AI2800.No superseded survey control is available for this station. AI2800 AI2800_MARKER: DV = VERTICAL CONTROL DISK AI2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI2800_STAMPING: 45 V 255 RESET 1997 AI2800_MARK LOGO: NGS AI2800_MAGNETIC: N = NO MAGNETIC MATERIAL AI2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2800+STABILITY: SURFACE MOTION AI2800 AI2800 HISTORY - Date Condition Report By AI2800 HISTORY - 1997 MONUMENTED MSDOT AI2800 AI2800 STATION DESCRIPTION AI2800 AI2800'DESCRIBED BY MS DEPT TRANS 1997 (JRB) AI2800'BENCHMARK IS LOCATED 2.3 MILES (3.7 KM) SOUTHWEST OF CORINTH, MS, IN AI2800'THE SOUTHWEST ANGLE OF THE CROSSING OF HARPER ROAD AND US HWY 45, AI2800'ABOUT 0.1 MILES (0.2 KM) EAST OF HWY 45 BYPASS. TO REACH FROM AI2800'INTERSECTION OF HWYS 45 AND 72 IN CORINTH, DRIVE SOUTH ON HWY 45 ABOUT AI2800'1.5 MILES (2.4 KM) TO MARK ON THE RIGHT, JUST BEYOND CROSSROAD. IT IS AI2800'192 FT (58.5 M) SOUTH OF CENTER OF HARPER ROAD, 169 FT (51.5 M) AI2800'NORTHWEST OF POWER POLE NO. 54, 164 FT (50.0 M) WEST OF POWER POLE AI2800'NO. 53, 113 FT (34.4 M) WEST OF CENTER OF HWY 45, AND 1 FT (0.3 M) AI2800'EAST OF METAL WITNESS POST. DISK IS SET IN THE TOP OF A ROUND AI2800'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY, PROJECTS 2 INCHES ABOVE AI2800'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0859 *********************************************************************** EG0859 DESIGNATION - 45 V 265 RESET EG0859 PID - EG0859 EG0859 STATE/COUNTY- MS/ALCORN EG0859 USGS QUAD - CORINTH (1982) EG0859 EG0859 *CURRENT SURVEY CONTROL EG0859 ___________________________________________________________________ EG0859* NAD 83(1986)- 34 57 39. (N) 088 31 43. (W) SCALED EG0859* NAVD 88 - 144.09 (meters) 472.7 (feet) RESET EG0859 ___________________________________________________________________ EG0859 GEOID HEIGHT- -27.62 (meters) GEOID99 EG0859 EG0859 VERT ORDER - THIRD EG0859 EG0859.The horizontal coordinates were scaled from a topographic map and have EG0859.an estimated accuracy of +/- 6 seconds. EG0859 EG0859.The orthometric height was computed from unverified reset data. EG0859.No vertical observational check was made to the station. EG0859 EG0859.The geoid height was determined by GEOID99. EG0859 EG0859; North East Units Estimated Accuracy EG0859;SPC MS E - 605,570. 327,830. MT (+/- 180 meters Scaled) EG0859 EG0859 SUPERSEDED SURVEY CONTROL EG0859 EG0859 NGVD 29 - 144.07 (m) 472.7 (f) RESET 3 EG0859 EG0859.Superseded values are not recommended for survey control. EG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0859.See file dsdata.txt to determine how the superseded data were derived. EG0859 EG0859_MARKER: DD = SURVEY DISK EG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0859_STAMPING: BM 45V 265 RESET 1974 EG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0859+STABILITY: SURFACE MOTION EG0859 EG0859 HISTORY - Date Condition Report By EG0859 HISTORY - 1974 MONUMENTED MSHD EG0859 HISTORY - 1974 GOOD MSHD EG0859 HISTORY - 1978 GOOD MSHD EG0859 EG0859 STATION DESCRIPTION EG0859 EG0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1974 EG0859'2.1 MI NNW FROM CORINTH. EG0859'THE MARK IS LOCATED 2.1 MILES NNW OF CORINTH ON THE SOUTH SIDE OF THE EG0859'EAST U.S. HIGHWAY 45 BYPASS TRUCK SCALES WHERE THE ROW TURNS EASTERLY EG0859'IN THE NE 1/4 OF THE SW 1/4 OF SECTION 6, T 1S, R 7E. IT IS 220 FEET EG0859'EAST OF THE CENTER OF HIGHWAY 45, 202 FEET NE OF THE NE CORNER OF THE EG0859'HEADWALL OF A 36 INCH CONCRETE PIPE UNDER THE HIGHWAY, 1 FOOT EAST OF EG0859'A METAL WITNESS POST SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST EG0859'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND PROJECTS 3 INCHES. TO EG0859'REACH FROM THE INTERSECTION OF THE U.S. HIGHWAY 72 AND 45 BYPASS AT EG0859'THE WEST EDGE OF CORINTH GO NORTH ON U.S. HIGHWAY 45 BYPASS FOR 2.6 EG0859'MILES TO THE TRUCK SCALES AND THE MARK ON THE RIGHT. EG0859 EG0859 STATION RECOVERY (1978) EG0859 EG0859'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 EG0859'THE MARK IS LOCATED 2.1 MILES NORTH-NORTHWEST OF CORINTH ON THE EG0859'SOUTHEAST RIGHT OF WAY OF THE U.S. HIGHWAY 45 BYPASS ON THE SITE OF EG0859'THE M.V.C. TRUCK SCALES FOR NORTH BOUND TRAFFIC, 0.65 MILE SOUTHWEST EG0859'OF A BRIDGE OF THE GM AND O RAILROAD TRACK IN THE NORTHEAST 1/4 OF EG0859'THE SOUTHWEST 1/4 OF SECTION 26,T 1S, R 7E. IT IS 294 FEET EG0859'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE SCALES OFFICE, 220 FEET EG0859'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF THE U.S. HIGHWAY EG0859'45 BYPASS, 105 FEET SOUTHEAST OF THE CENTER OF THE DRIVE TO THE EG0859'SCALES, 101 FEET SOUTHWEST OF THE SOUTH CORNER OF THE PARKING LOT, EG0859'48.5 FEET SOUTH OF THE SOUTH CORNER OF A PUMP HOUSE, 1 FOOT SOUTHEAST EG0859'OF A RIGHT OF WAY MARKER, 1 FOOT SOUTHEAST OF A METAL WITNESS POST EG0859'SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 3 1/2 FEET BELOW THE EG0859'LEVEL OF THE HIGHWAY AND IS 4 INCHES BELOW THE GROUND. TO REACH FROM EG0859'THE U.S. HIGHWAY 72 BRIDGE OVER THE U.S. HIGHWAY 45 BYPASS AT THE EG0859'WEST EDGE OF CORINTH GO NORTH ON THE U.S. HIGHWAY 45 BYPASS FOR 2.6 EG0859'MILES TO THE SCALES AND THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2062 *********************************************************************** EG2062 DESIGNATION - BETHEL 2 EG2062 PID - EG2062 EG2062 STATE/COUNTY- MS/ALCORN EG2062 USGS QUAD - RIENZI (1982) EG2062 EG2062 *CURRENT SURVEY CONTROL EG2062 ___________________________________________________________________ EG2062* NAD 83(1986)- 34 48 15. (N) 088 33 36. (W) SCALED EG2062* NAVD 88 - 153.85 (meters) 504.8 (feet) RESET EG2062 ___________________________________________________________________ EG2062 GEOID HEIGHT- -27.44 (meters) GEOID99 EG2062 EG2062 VERT ORDER - THIRD EG2062 EG2062.The horizontal coordinates were scaled from a topographic map and have EG2062.an estimated accuracy of +/- 6 seconds. EG2062 EG2062.The orthometric height was computed from unverified reset data. EG2062.No vertical observational check was made to the station. EG2062 EG2062.The geoid height was determined by GEOID99. EG2062 EG2062; North East Units Estimated Accuracy EG2062;SPC MS E - 588,180. 325,010. MT (+/- 180 meters Scaled) EG2062 EG2062 SUPERSEDED SURVEY CONTROL EG2062 EG2062.No superseded survey control is available for this station. EG2062 EG2062_MARKER: DH = HORIZONTAL CONTROL DISK EG2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2062_STAMPING: BETHEL 2 1989 EG2062_MARK LOGO: NGS EG2062_PROJECTION: FLUSH EG2062_MAGNETIC: N = NO MAGNETIC MATERIAL EG2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2062+STABILITY: SURFACE MOTION EG2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2062+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989 EG2062 EG2062 HISTORY - Date Condition Report By EG2062 HISTORY - 1989 MONUMENTED MSHD EG2062 HISTORY - 19891018 GOOD MSHD EG2062 EG2062 STATION DESCRIPTION EG2062 EG2062'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2062'14.3 KM (8.90 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S.HIGHWAY 72 EG2062'OVERPASS ON THE WEST EDGE OF CORINTH TO THE MARK ON THE RIGHT, ALSO EG2062'3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL IN EG2062'BIGGERSVILLE, 15.40 M (50.5 FT) WEST OF THE SOUTHE BOUND LANES OF EG2062'HIGHWAY 45, 18.30 M (60.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, EG2062'1.30 M (4.3 FT) NORTH OF POWER POLE NUMBER 247, 1.03 M (3.4 FT) EG2062'NORTHEAST OF A METAL TELEPHONE CABLE BOX AND 0.60 M (2.0 FT) NORTH AND EG2062'SOUTH OF TWO CARSONITE WITNESS POSTS. A DISK SET IN TOP OF A ROUND EG2062'CONCRETE POST, FLUSH WITH THE GROUND. EG2062 EG2062 STATION RECOVERY (1989) EG2062 EG2062'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR) EG2062'STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) 9.5 MI (15.3 KM) SOUTH EG2062'SOUTHWEST OF CORINTH, 4.8 KM (3.0 MI) NORTHWEST OF RIENZI, 3.2 KM (2.0 EG2062'MI) SOUTH OF BIGGERSVILLE, ON HIGHWAY RIGHT OF WAY. EG2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE EG2062'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A EG2062'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.58 KM EG2062'(0.36 MI) TO THE STATION ON THE RIGHT. EG2062'STATION IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SET IN TOP EG2062'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 15.4 M (50.5 EG2062'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 18.3 M EG2062'(60.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 1.3 M (4.3 FT) NORTH OF EG2062'POWER POLE NUMBER 247, 1.0 M (3.3 FT) NORTHEAST OF A METAL TELEPHONE EG2062'CABLE BOX AND 0.6 M (2.0 FT) NORTH AND SOUTH OF TWO CARSONITE WITNESS EG2062'POSTS. EG2062'AZIMUTH MARK IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTH SOUTHWEST OF EG2062'CORINTH, 5.3 KM (3.3 MI) NORTHWEST OF RIENZI, 2.7 KM (1.7 MI) SOUTH OF EG2062'BIGGERSVILLE ON HIGHWAY RIGHT OF WAY. EG2062'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE EG2062'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A EG2062'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.08 KM EG2062'(0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT. EG2062'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SURFACE EG2062'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT EG2062'IS 105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING EG2062'WEST, 22.2 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.6 M (47.9 EG2062'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.0 M EG2062'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.1 M (3.6 FT) EAST OF EG2062'A FENCE, 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 EG2062'FT) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2063 *********************************************************************** EG2063 DESIGNATION - BETHEL 2 AZ MK EG2063 PID - EG2063 EG2063 STATE/COUNTY- MS/ALCORN EG2063 USGS QUAD - RIENZI (1982) EG2063 EG2063 *CURRENT SURVEY CONTROL EG2063 ___________________________________________________________________ EG2063* NAD 83(1986)- 34 48 34. (N) 088 33 35. (W) SCALED EG2063* NAVD 88 - 145.19 (meters) 476.3 (feet) RESET EG2063 ___________________________________________________________________ EG2063 GEOID HEIGHT- -27.45 (meters) GEOID99 EG2063 EG2063 VERT ORDER - THIRD EG2063 EG2063.The horizontal coordinates were scaled from a topographic map and have EG2063.an estimated accuracy of +/- 6 seconds. EG2063 EG2063.The orthometric height was computed from unverified reset data. EG2063.No vertical observational check was made to the station. EG2063 EG2063.The geoid height was determined by GEOID99. EG2063 EG2063; North East Units Estimated Accuracy EG2063;SPC MS E - 588,770. 325,030. MT (+/- 180 meters Scaled) EG2063 EG2063 SUPERSEDED SURVEY CONTROL EG2063 EG2063.No superseded survey control is available for this station. EG2063 EG2063_MARKER: DZ = AZIMUTH MARK DISK EG2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2063_STAMPING: BETHEL 2 1989 EG2063_MARK LOGO: NGS EG2063_PROJECTION: FLUSH EG2063_MAGNETIC: N = NO MAGNETIC MATERIAL EG2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2063+STABILITY: SURFACE MOTION EG2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2063+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989 EG2063 EG2063 HISTORY - Date Condition Report By EG2063 HISTORY - 1989 MONUMENTED MSHD EG2063 HISTORY - 19891018 GOOD MSHD EG2063 EG2063 STATION DESCRIPTION EG2063 EG2063'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2063'13.84 KM (8.60 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY EG2063'72 OVERPASS ON THE WEST EDGE OF CORINTH TO THE MARK ON THE RIGHT, EG2063'105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING WEST, EG2063'22.20 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.63 M (48.0 FT) EG2063'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.00 M EG2063'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.07 M (3.5 FT) EAST EG2063'OF A FENCE, 0.60 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.60 M EG2063'(2.0 FT) NORTH OF A CARSONITE WITNESS POST. A DISK SET IN THE TOP OF A EG2063'ROUND CONCRETE POST, FLUSH WITH THE GROUND. EG2063 EG2063 STATION RECOVERY (1989) EG2063 EG2063'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR) EG2063'AZIMUTH MARK IS LOCATED ABOUT 14.8 KM (9.2 MI) SOUTH SOUTHWEST OF EG2063'CORINTH, 5.3 KM (3.3 MI) NORTHWEST OF RIENZI, 2.7 KM (1.7 MI) SOUTH OF EG2063'BIGGERSVILLE ON HIGHWAY RIGHT OF WAY. EG2063'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE EG2063'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 13.75 KM (8.54 MI) TO A EG2063'PAVED ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.08 KM EG2063'(0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT. EG2063'AZIMUTH MARK IS A STANDARD NGS DISK, STAMPED---BETHEL 2 1989---SURFACE EG2063'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT EG2063'IS 105.3 M (345.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING EG2063'WEST, 22.2 M (72.8 FT) SOUTH OF POWER POLE NUMBER 238, 14.6 M (47.9 EG2063'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 9.0 M EG2063'(29.5 FT) NORTH OF A METAL TELEPHONE CABLE BOX, 1.1 M (3.6 FT) EAST OF EG2063'A FENCE, 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 EG2063'FT) NORTH OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2061 *********************************************************************** EG2061 DESIGNATION - CANAL 2 EG2061 PID - EG2061 EG2061 STATE/COUNTY- MS/ALCORN EG2061 USGS QUAD - RIENZI (1982) EG2061 EG2061 *CURRENT SURVEY CONTROL EG2061 ___________________________________________________________________ EG2061* NAD 83(1986)- 34 50 39. (N) 088 33 34. (W) SCALED EG2061* NAVD 88 - 148.58 (meters) 487.5 (feet) RESET EG2061 ___________________________________________________________________ EG2061 GEOID HEIGHT- -27.50 (meters) GEOID99 EG2061 EG2061 VERT ORDER - THIRD EG2061 EG2061.The horizontal coordinates were scaled from a topographic map and have EG2061.an estimated accuracy of +/- 6 seconds. EG2061 EG2061.The orthometric height was computed from unverified reset data. EG2061.No vertical observational check was made to the station. EG2061 EG2061.The geoid height was determined by GEOID99. EG2061 EG2061; North East Units Estimated Accuracy EG2061;SPC MS E - 592,620. 325,050. MT (+/- 180 meters Scaled) EG2061 EG2061 SUPERSEDED SURVEY CONTROL EG2061 EG2061.No superseded survey control is available for this station. EG2061 EG2061_MARKER: DH = HORIZONTAL CONTROL DISK EG2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2061_STAMPING: CANAL 2 1989 EG2061_MARK LOGO: NGS EG2061_PROJECTION: FLUSH EG2061_MAGNETIC: N = NO MAGNETIC MATERIAL EG2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2061+STABILITY: SURFACE MOTION EG2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EG2061+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1989 EG2061 EG2061 HISTORY - Date Condition Report By EG2061 HISTORY - 1989 MONUMENTED MSHD EG2061 HISTORY - 19891018 GOOD MSHD EG2061 EG2061 STATION DESCRIPTION EG2061 EG2061'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 EG2061'9.8 KM (6.10 MI) SOUTH ALONG U.S. HIGHWAY 45 FROM THE U.S. HIGHWAY 72 EG2061'OVERPASS ON THE WEST EDGE OF CORINTH, TO A WATER TANK AND MARK ON THE EG2061'RIGHT, 17.37 M (57.0 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES EG2061'OF HIGHWAY 45, 19.35 M (63.5 FT) NORTH NORTHWEST OF A POWER POLE WITH EG2061'THREE TRANSFORMERS, 17.67 M (58.0 FT) SOUTH OF A POWER POLE, 7.07 M EG2061'(23.2 FT) NORTHEAST OF THE NORTHEAST LEG OF WATER TANK, 4.87 M EG2061'(16.0 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 2.04 M (6.7 FT) WEST EG2061'NORTHWEST OF NORTHEAST FENCE CORNER AROUND WATER TANK AND 0.70 M EG2061'(2.3 FT) NORTH OF THE FENCE AND CARSONITE WITNESS POST. A DISK SET IN EG2061'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. EG2061 EG2061 STATION RECOVERY (1989) EG2061 EG2061'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1989 (DDR) EG2061'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF RIENZI, 8.0 KM (5.0 EG2061'MI) SOUTHWEST OF CORINTH AND ON THE PROPERTY OF COUNTY, AT SITE OF EG2061'WATER TANK. EG2061'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 IN THE WEST EDGE EG2061'OF CORINTH, GO SOUTH ON U.S. HIGHWAY 45 FOR 8.5 KM (5.3 MI) TO A EG2061'CHURCH ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 45 FOR 1.3 KM (0.8 MI) EG2061'TO A WATER TANK AND STATION ON THE RIGHT. EG2061'STATION MARK IS A STANDARD NGS DISK, STAMPED---CANAL 2 1989---SURFACE EG2061'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT EG2061'IS 17.4 M (57.1 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF EG2061'HIGHWAY 45, 19.4 M (63.6 FT) NORTH NORTHWEST OF A POWER POLE WITH EG2061'THREE TRANSFORMERS ATTACHED, 17.7 M (58.1 FT) SOUTH OF A POWER POLE, EG2061'7.1 M (23.3 FT) NORTHEAST OF THE NORTHEAST LEG OF WATER TANK, 4.9 M EG2061'(16.1 FT) SOUTH OF THE CENTER OF GRAVEL DRIVE, 2.0 M (6.6 FT) WEST EG2061'NORTHWEST OF THE NORTHEAST FENCE CORNER AROUND WATER TANK AND 0.7 M EG2061'(2.3 FT) NORTH OF FENCE AND CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0888 *********************************************************************** EG0888 DESIGNATION - CORINTH 1934 1971 EG0888 PID - EG0888 EG0888 STATE/COUNTY- MS/ALCORN EG0888 USGS QUAD - CORINTH (1982) EG0888 EG0888 *CURRENT SURVEY CONTROL EG0888 ___________________________________________________________________ EG0888* NAD 83(1986)- 34 56 48. (N) 088 30 52. (W) SCALED EG0888* NAVD 88 - 152.76 (meters) 501.2 (feet) RESET EG0888 ___________________________________________________________________ EG0888 GEOID HEIGHT- -27.60 (meters) GEOID99 EG0888 EG0888 VERT ORDER - THIRD EG0888 EG0888.The horizontal coordinates were scaled from a topographic map and have EG0888.an estimated accuracy of +/- 6 seconds. EG0888 EG0888.The orthometric height was computed from unverified reset data. EG0888 EG0888.The geoid height was determined by GEOID99. EG0888 EG0888; North East Units Estimated Accuracy EG0888;SPC MS E - 604,000. 329,130. MT (+/- 180 meters Scaled) EG0888 EG0888 SUPERSEDED SURVEY CONTROL EG0888 EG0888.No superseded survey control is available for this station. EG0888 EG0888_MARKER: DS = TRIANGULATION STATION DISK EG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG0888_STAMPING: CORINTH 1934 1971 EG0888_MARK LOGO: NGS EG0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG0888+STABILITY: SURFACE MOTION EG0888 EG0888 HISTORY - Date Condition Report By EG0888 HISTORY - 1971 MONUMENTED NGS EG0888 HISTORY - 1982 GOOD NGS EG0888 EG0888 STATION DESCRIPTION EG0888 EG0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EG0888'IN CORINTH. EG0888'THIS MARK IS AT THE CORINTH 1934 1971 TRIANGULATION STATION SITE. TO EG0888'REACH THE MARK FROM THE POST OFFICE IN CORINTH, GO NORTH ON U. S. EG0888'HIGHWAY 45 FOR 0.8 OF A MILE TO SHILOH ROAD, TURN RIGHT, EAST, ON EG0888'SHILOH ROAD FOR 0.35 OF A MILE TO MADISON STREET, TURN LEFT, NORTH, ON EG0888'MADISON STREET FOR 0.1 OF A MILE TO THE MARK ON THE LEFT IN THE EG0888'SOUTHWEST ANGLE AS DESCRIBED. THE MARK IS 131 FEET SOUTH-SOUTHWEST OF EG0888'THE APPROXIMATE CENTER OF THE INTERSECTION OF MADISON STREET AND NINTH EG0888'STREET, 127.67 FEET SOUTHWEST OF CORINTH R.M. 1, 74.88 FEET EG0888'WEST-SOUTHWEST OF CORINTH R.M. 2, 64 FEET WEST AND ACROSS THE STREET EG0888'FROM A UTILITY AND TRANSFORMER POLE, 54 FEET SOUTHEAST OF THE EG0888'SOUTHEAST CORNER OF A FRAME HOUSE, 53 FEET SOUTHWEST OF CONCRETE STEPS EG0888'LEADING TO THE HOUSE FROM MADISON STREET, 49 FEET WEST OF THE EG0888'APPROXIMATE CENTER OF MADISON STREET, 49 FEET SOUTH-SOUTHEAST OF A EG0888'30-INCH MAPLE TREE, 19 FEET WEST OF AN 18-INCH BLACK OAK TREE, AND 1.0 EG0888'FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD EG0888'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH, ROUND, EG0888'CONCRETE MONUMENT THAT PROJECTS 7 INCHES AND THE DISK IS STAMPED EG0888'CORINTH 1934 1971. EG0888 EG0888 STATION RECOVERY (1982) EG0888 EG0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EG0888'RECOVERED THIS DATE, DESCRIPTION IS ADEQUATE, NOT LEVELED TO THIS EG0888'SURVEY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2048 *********************************************************************** EG2048 DESIGNATION - R 342 RESET EG2048 PID - EG2048 EG2048 STATE/COUNTY- MS/ALCORN EG2048 USGS QUAD - BURNSVILLE (1968) EG2048 EG2048 *CURRENT SURVEY CONTROL EG2048 ___________________________________________________________________ EG2048* NAD 83(1986)- 34 51 15. (N) 088 22 06. (W) SCALED EG2048* NAVD 88 - 155.88 (meters) 511.4 (feet) RESET EG2048 ___________________________________________________________________ EG2048 GEOID HEIGHT- -27.37 (meters) GEOID99 EG2048 EG2048 VERT ORDER - THIRD EG2048 EG2048.The horizontal coordinates were scaled from a topographic map and have EG2048.an estimated accuracy of +/- 6 seconds. EG2048 EG2048.The orthometric height was computed from unverified reset data. EG2048.No vertical observational check was made to the station. EG2048 EG2048.The geoid height was determined by GEOID99. EG2048 EG2048; North East Units Estimated Accuracy EG2048;SPC MS E - 593,790. 342,520. MT (+/- 180 meters Scaled) EG2048 EG2048 SUPERSEDED SURVEY CONTROL EG2048 EG2048.No superseded survey control is available for this station. EG2048 EG2048_MARKER: DB = BENCH MARK DISK EG2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2048_STAMPING: R 342 RESET 1986 EG2048_MARK LOGO: NGS EG2048_MAGNETIC: N = NO MAGNETIC MATERIAL EG2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2048+STABILITY: SURFACE MOTION EG2048 EG2048 HISTORY - Date Condition Report By EG2048 HISTORY - 1986 MONUMENTED NGS EG2048 EG2048 STATION DESCRIPTION EG2048 EG2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2048'2.9 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE EG2048'HIGHWAY 365 IN BURNSVILLE, TO A PULL-OFF AREA ON THE LEFT, 76.5 FT EG2048'(23.3 M) SOUTH OF THE CENTER OF EAST BOUND LANES OF HIGHWAY 72, 28.0 EG2048'FT (8.5 M) NORTHWEST OF A 12-INCH POPLAR TREE, MARK IS FLUSH WITH THE EG2048'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2049 *********************************************************************** EG2049 DESIGNATION - S 342 RESET EG2049 PID - EG2049 EG2049 STATE/COUNTY- MS/ALCORN EG2049 USGS QUAD - GLENS (1991) EG2049 EG2049 *CURRENT SURVEY CONTROL EG2049 ___________________________________________________________________ EG2049* NAD 83(1986)- 34 51 52. (N) 088 23 15. (W) SCALED EG2049* NAVD 88 - 147.05 (meters) 482.4 (feet) RESET EG2049 ___________________________________________________________________ EG2049 GEOID HEIGHT- -27.39 (meters) GEOID99 EG2049 EG2049 VERT ORDER - THIRD EG2049 EG2049.The horizontal coordinates were scaled from a topographic map and have EG2049.an estimated accuracy of +/- 6 seconds. EG2049 EG2049.The orthometric height was computed from unverified reset data. EG2049.No vertical observational check was made to the station. EG2049 EG2049.The geoid height was determined by GEOID99. EG2049 EG2049; North East Units Estimated Accuracy EG2049;SPC MS E - 594,930. 340,760. MT (+/- 180 meters Scaled) EG2049 EG2049 SUPERSEDED SURVEY CONTROL EG2049 EG2049.No superseded survey control is available for this station. EG2049 EG2049_MARKER: DB = BENCH MARK DISK EG2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2049_STAMPING: S 342 RESET 1986 EG2049_MARK LOGO: NGS EG2049_MAGNETIC: N = NO MAGNETIC MATERIAL EG2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2049+STABILITY: SURFACE MOTION EG2049 EG2049 HISTORY - Date Condition Report By EG2049 HISTORY - 1986 MONUMENTED NGS EG2049 EG2049 STATION DESCRIPTION EG2049 EG2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2049'4.0 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE EG2049'HIGHWAY 365 IN BURNSVILLE, TO A WOODS ROAD AND MARK ON THE LEFT, EG2049'103.0 FT (31.4 M) SOUTH OF THE CENTER OF EAST BOUND LANES OF HIGHWAY EG2049'72, 31.0 FT (9.4 M) SOUTHWEST OF CENTER OF WOODS ROAD, 25.0 FT EG2049'(7.6 M) SOUTHEAST OF A 20-INCH WHITE OAK TREE, MARK IS FLUSH WITH THE EG2049'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2085 *********************************************************************** EG2085 DESIGNATION - SUITOR 2 EG2085 PID - EG2085 EG2085 STATE/COUNTY- MS/ALCORN EG2085 USGS QUAD - KOSSUTH NORTH (1982) EG2085 EG2085 *CURRENT SURVEY CONTROL EG2085 ___________________________________________________________________ EG2085* NAD 83(1986)- 34 55 55. (N) 088 38 55. (W) SCALED EG2085* NAVD 88 - 154.27 (meters) 506.1 (feet) RESET EG2085 ___________________________________________________________________ EG2085 GEOID HEIGHT- -27.68 (meters) GEOID99 EG2085 EG2085 VERT ORDER - THIRD EG2085 EG2085.The horizontal coordinates were scaled from a topographic map and have EG2085.an estimated accuracy of +/- 6 seconds. EG2085 EG2085.The orthometric height was computed from unverified reset data. EG2085.No vertical observational check was made to the station. EG2085 EG2085.The geoid height was determined by GEOID99. EG2085 EG2085; North East Units Estimated Accuracy EG2085;SPC MS E - 602,340. 316,880. MT (+/- 180 meters Scaled) EG2085 EG2085 SUPERSEDED SURVEY CONTROL EG2085 EG2085.No superseded survey control is available for this station. EG2085 EG2085_MARKER: DH = HORIZONTAL CONTROL DISK EG2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2085_STAMPING: SUITOR 2 1992 EG2085_MARK LOGO: NGS EG2085_PROJECTION: FLUSH EG2085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EG2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2085+STABILITY: SURFACE MOTION EG2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG2085+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992 EG2085 EG2085 HISTORY - Date Condition Report By EG2085 HISTORY - 1992 MONUMENTED NGS EG2085 HISTORY - 19920505 GOOD MSHD EG2085 EG2085 STATION DESCRIPTION EG2085 EG2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 EG2085'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF CORINTH, 4.0 MI EG2085'(6.4 KM) SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, 4.0 MI (6.4 EG2085'KM) NORTH OF KOSSUTH AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY EG2085'72. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 ON THE EG2085'WEST EDGE OF CORINTH, GO WEST ON U.S. HIGHWAY 72 FOR 5.85 MI (9.41 EG2085'KM) TO THE STATION ON THE LEFT, SURFACE MARK IN TOP OF A ROUND EG2085'CONCRETE POST, FLUSH WITH THE GROUND, 104.5 FT (31.9 M) SOUTH OF THE EG2085'CENTER OF THE EAST BOUND LANES OF HIGHWAY 72, 31.0 FT (9.4 M) WEST EG2085'NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 27.0 FT (8.2 M) SOUTH OF A EG2085'GUY WIRE ANCHOR, 3.6 FT (1.1 M) NORTH NORTHWEST OF A POWER POLE WITH EG2085'TRANSFORMER, 2.0 FT (0.6 M) SOUTH OF A METAL GUARD POST, 2.0 FT (0.6 EG2085'M) WEST OF A CARSONITE WITNESS POST AND ABOUT 20-FEET ABOVE THE LEVEL EG2085'OF HIGHWAY. EG2085 EG2085 STATION RECOVERY (1992) EG2085 EG2085'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR) EG2085'STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF CORINTH, 4.0 MI (6.4 EG2085'KM) SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, 4.0 MI (6.4 KM) EG2085'NORTH OF KOSSUTH AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 72. EG2085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 ON THE WEST EDGE EG2085'OF CORINTH, GO WEST ON U.S. HIGHWAY 72 FOR 5.85 MI (9.41 KM) TO THE EG2085'STATION ON THE LEFT. EG2085'STATION MARKS ARE STANDARD NGS DISKS STAMPED---SUITOR 2 1992---, EG2085'SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE EG2085'GROUND. IT IS 104.5 FT (31.9 M) SOUTH OF THE CENTER OF THE EAST BOUND EG2085'LANES OF HIGHWAY 72, 31.0 FT (9.4 M) WEST NORTHWEST OF THE CENTER OF A EG2085'GRAVEL ROAD, 27.0 FT (8.2 M) SOUTH OF A GUY WIRE ANCHOR, 3.6 FT (1.1 EG2085'M) NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER, 2.0 FT (0.6 M) EG2085'SOUTH OF A METAL GUARD POST, 2.0 FT (0.6 M) WEST OF A CARSONITE EG2085'WITNESS POST AND ABOUT 20-FEET ABOVE THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2086 *********************************************************************** EG2086 DESIGNATION - SUITOR 2 AZ MK EG2086 PID - EG2086 EG2086 STATE/COUNTY- MS/ALCORN EG2086 USGS QUAD - KOSSUTH NORTH (1982) EG2086 EG2086 *CURRENT SURVEY CONTROL EG2086 ___________________________________________________________________ EG2086* NAD 83(1986)- 34 55 54. (N) 088 38 40. (W) SCALED EG2086* NAVD 88 - 152.34 (meters) 499.8 (feet) RESET EG2086 ___________________________________________________________________ EG2086 GEOID HEIGHT- -27.68 (meters) GEOID99 EG2086 EG2086 VERT ORDER - THIRD EG2086 EG2086.The horizontal coordinates were scaled from a topographic map and have EG2086.an estimated accuracy of +/- 6 seconds. EG2086 EG2086.The orthometric height was computed from unverified reset data. EG2086.No vertical observational check was made to the station. EG2086 EG2086.The geoid height was determined by GEOID99. EG2086 EG2086; North East Units Estimated Accuracy EG2086;SPC MS E - 602,310. 317,260. MT (+/- 180 meters Scaled) EG2086 EG2086 SUPERSEDED SURVEY CONTROL EG2086 EG2086.No superseded survey control is available for this station. EG2086 EG2086_MARKER: DZ = AZIMUTH MARK DISK EG2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2086_STAMPING: SUITOR 2 1992 EG2086_MARK LOGO: NGS EG2086_PROJECTION: FLUSH EG2086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET EG2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2086+STABILITY: SURFACE MOTION EG2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EG2086+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992 EG2086 EG2086 HISTORY - Date Condition Report By EG2086 HISTORY - 1992 MONUMENTED NGS EG2086 HISTORY - 19920505 GOOD MSHD EG2086 EG2086 STATION DESCRIPTION EG2086 EG2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 EG2086'MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF CORINTH, 4.0 MI (6.4 EG2086'KM) SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, 4.0 MI (6.4 KM) EG2086'NORTH OF KOSSUTH AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 72. EG2086'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 ON THE WEST EG2086'EDGE OF CORINTH, GO WEST ON U.S. HIGHWAY 72 FOR 5.6 MI (9.0 KM) TO EG2086'THE MARK ON THE LEFT, THE SURFACE MARK IN TOP OF A ROUND CONCRETE EG2086'POST, FLUSH WITH THE GROUND, 373.919 M (1226.766 FT) EAST OF STATION EG2086'SUITOR 2 1992 IN AZIMUTH 95-23-59.8 FROM NORTH, 90.0 FT (27.4 M) EG2086'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 72, 82.0 FT EG2086'(25.0 M) WEST NORTHWEST OF A TRIPLE TRUNK OAK TREE, 58.0 FT (17.7 M) EG2086'NORTHEAST OF THE NORTHWEST CORNER OF A HOUSE, 55.7 FT (17.0 M) WEST EG2086'OF A POWER POLE, 45.3 FT (13.8 M) NORTH OF THE NORTHEAST CORNER OF EG2086'HOUSE AND 5.0 FT (1.5 M) WEST OF A 40 INCH OAK STUMP CUT FLUSH WITH EG2086'GROUND. EG2086 EG2086 STATION RECOVERY (1992) EG2086 EG2086'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR) EG2086'MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF CORINTH, 4.0 MI (6.4 EG2086'KM) SOUTH OF THE MISSISSIPPI-TENNESSEE STATE LINE, 4.0 MI (6.4 KM) EG2086'NORTH OF KOSSUTH AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 72. EG2086'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 72 ON THE WEST EDGE EG2086'OF CORINTH, GO WEST ON U.S. HIGHWAY 72 FOR 5.6 MI (9.0 KM) TO THE MARK EG2086'ON THE LEFT. EG2086'AZIMUTH MARKS ARE STANDARD NGS DISKS STAMPED---SUITOR 2 1992---SURFACE EG2086'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. EG2086'IT IS 373.919 M (1226.766 FT) EAST OF STATION SUITOR 2 1992 IN AZIMUTH EG2086'95-23-59.8 FROM NORTH, 90.0 FT (27.4 M) SOUTH OF THE CENTER OF THE EG2086'EAST BOUND LANES OF HIGHWAY 72, 82.0 FT (25.0 M) WEST NORTHWEST OF A EG2086'TRIPLE TRUNK OAK TREE, 58.0 FT (17.7 M) NORTHEAST OF THE NORTHWEST EG2086'CORNER OF A HOUSE, 55.7 FT (17.0 M) WEST OF A POWER POLE, 45.3 FT EG2086'(13.8 M) NORTH OF THE NORTHEAST CORNER OF HOUSE AND 5.0 FT (1.5 M) EG2086'WEST OF A 40 INCH OAK STUMP CUT FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2050 *********************************************************************** EG2050 DESIGNATION - T 342 RESET EG2050 PID - EG2050 EG2050 STATE/COUNTY- MS/ALCORN EG2050 USGS QUAD - GLENS (1991) EG2050 EG2050 *CURRENT SURVEY CONTROL EG2050 ___________________________________________________________________ EG2050* NAD 83(1986)- 34 51 38. (N) 088 24 15. (W) SCALED EG2050* NAVD 88 - 156.67 (meters) 514.0 (feet) RESET EG2050 ___________________________________________________________________ EG2050 GEOID HEIGHT- -27.40 (meters) GEOID99 EG2050 EG2050 VERT ORDER - THIRD EG2050 EG2050.The horizontal coordinates were scaled from a topographic map and have EG2050.an estimated accuracy of +/- 6 seconds. EG2050 EG2050.The orthometric height was computed from unverified reset data. EG2050.No vertical observational check was made to the station. EG2050 EG2050.The geoid height was determined by GEOID99. EG2050 EG2050; North East Units Estimated Accuracy EG2050;SPC MS E - 594,490. 339,240. MT (+/- 180 meters Scaled) EG2050 EG2050 SUPERSEDED SURVEY CONTROL EG2050 EG2050.No superseded survey control is available for this station. EG2050 EG2050_MARKER: DB = BENCH MARK DISK EG2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2050_STAMPING: T 342 RESET 1986 EG2050_MARK LOGO: NGS EG2050_MAGNETIC: N = NO MAGNETIC MATERIAL EG2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2050+STABILITY: SURFACE MOTION EG2050 EG2050 HISTORY - Date Condition Report By EG2050 HISTORY - 1986 MONUMENTED NGS EG2050 EG2050 STATION DESCRIPTION EG2050 EG2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2050'5.0 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE EG2050'HIGHWAY 365 IN BURNSVILLE TO A PAVED DRIVE AND MARK ON THE LEFT, EG2050'116.5 FT (35.5 M) SOUTH OF THE CENTER OF EAST BOUND LANES OF HIGHWAY EG2050'72, 107.0 FT (32.6 M) EAST OF THE CENTER OF PAVED DRIVE LEADING EG2050'SOUTH, 83.0 FT (25.3 M) EAST-NORTHEAST OF A 14-INCH HICKORY TREE AND EG2050'26.5 FT (8.1 M) SOUTH OF AN OVERHEAD POWERLINE, MARK IS FLUSH WITH EG2050'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2055 *********************************************************************** EG2055 DESIGNATION - U 164 RESET EG2055 PID - EG2055 EG2055 STATE/COUNTY- MS/ALCORN EG2055 USGS QUAD - CORINTH (1982) EG2055 EG2055 *CURRENT SURVEY CONTROL EG2055 ___________________________________________________________________ EG2055* NAD 83(1986)- 34 54 33. (N) 088 36 06. (W) SCALED EG2055* NAVD 88 - 127.46 (meters) 418.2 (feet) RESET EG2055 ___________________________________________________________________ EG2055 GEOID HEIGHT- -27.63 (meters) GEOID99 EG2055 EG2055 VERT ORDER - THIRD EG2055 EG2055.The horizontal coordinates were scaled from a topographic map and have EG2055.an estimated accuracy of +/- 6 seconds. EG2055 EG2055.The orthometric height was computed from unverified reset data. EG2055.No vertical observational check was made to the station. EG2055 EG2055.The geoid height was determined by GEOID99. EG2055 EG2055; North East Units Estimated Accuracy EG2055;SPC MS E - 599,820. 321,170. MT (+/- 180 meters Scaled) EG2055 EG2055 SUPERSEDED SURVEY CONTROL EG2055 EG2055 NGVD 29 - 127.46 (m) 418.2 (f) RESET 3 EG2055 EG2055.Superseded values are not recommended for survey control. EG2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2055.See file dsdata.txt to determine how the superseded data were derived. EG2055 EG2055_MARKER: DB = BENCH MARK DISK EG2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2055_STAMPING: U 164 RESET 1985 EG2055_MARK LOGO: NGS EG2055_MAGNETIC: N = NO MAGNETIC MATERIAL EG2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2055+STABILITY: SURFACE MOTION EG2055 EG2055 HISTORY - Date Condition Report By EG2055 HISTORY - 1985 MONUMENTED NGS EG2055 EG2055 STATION DESCRIPTION EG2055 EG2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 EG2055'1.2 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S. HIGHWAY EG2055'45 BY-PASS AT THE WEST EDGE OF CORINTH, TO THE JUNCTION OF STATE EG2055'HIGHWAY 2, THENCE 2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 2 TO A EG2055'CROSSROAD, THENCE 0.3 MILE WEST ALONG PAVED ROAD TO MARK ON THE LEFT, EG2055'0.05 MILE EAST OF A T-INTERSECTION, 730.0 FT (222.5 M) EAST OF EAST EG2055'EDGE OF RUNWAY OF CORINTH AIRPORT, 91.5 FT (27.9 M) NORTHEAST OF A EG2055'POWERLINE SERVICE POLE, 91.5 FT (27.9 M) NORTHEAST OF A POWERLINE EG2055'SERVICE POLE, 74.0 FT (22.6 M) SOUTHEAST OF STEWART 5 MAILBOX POST, EG2055'38.0 FT (11.6 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE EG2055'DRIVEWAY TO FRANK STEWARTS HOUSE, 26.0 FT (7.9 M) SOUTH OF THE CENTER EG2055'OF PAVED ROAD AND 1.5 FT (0.5 M) EAST-NORTHEAST OF A POWER POLE WITH EG2055'A TRANSFORMER, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG0776 *********************************************************************** EG0776 DESIGNATION - V 131 RESET 1971 EG0776 PID - EG0776 EG0776 STATE/COUNTY- MS/ALCORN EG0776 USGS QUAD - CORINTH (1982) EG0776 EG0776 *CURRENT SURVEY CONTROL EG0776 ___________________________________________________________________ EG0776* NAD 83(1986)- 34 53 16. (N) 088 30 30. (W) SCALED EG0776* NAVD 88 - 142.11 (+/-2cm) 466.2 (feet) VERTCON EG0776 ___________________________________________________________________ EG0776 GEOID HEIGHT- -27.52 (meters) GEOID99 EG0776 EG0776 VERT ORDER - THIRD (See Below) EG0776 EG0776.The horizontal coordinates were scaled from a topographic map and have EG0776.an estimated accuracy of +/- 6 seconds. EG0776 EG0776.The NAVD 88 height was computed by applying the VERTCON shift value to EG0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EG0776.The vertical order pertains to the superseded datum. EG0776 EG0776.The geoid height was determined by GEOID99. EG0776 EG0776; North East Units Estimated Accuracy EG0776;SPC MS E - 597,470. 329,710. MT (+/- 180 meters Scaled) EG0776 EG0776 SUPERSEDED SURVEY CONTROL EG0776 EG0776 NGVD 29 - 142.11 (m) 466.2 (f) RESET 3 EG0776 EG0776.Superseded values are not recommended for survey control. EG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG0776.See file dsdata.txt to determine how the superseded data were derived. EG0776 EG0776_MARKER: DB = BENCH MARK DISK EG0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EG0776_STAMPING: V 131 RESET 1971 EG0776_MARK LOGO: NGS EG0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG0776 EG0776 HISTORY - Date Condition Report By EG0776 HISTORY - 1971 MONUMENTED NGS EG0776 HISTORY - 1978 GOOD MSHD EG0776 HISTORY - 1982 GOOD NGS EG0776 EG0776 STATION DESCRIPTION EG0776 EG0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EG0776'3.2 MI S FROM CORINTH. EG0776'LOCATED 3.2 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM EG0776'THE COURTHOUSE AT CORINTH ALCORN COUNTY, ABOUT MIDWAY BETWEEN MILEPOST EG0776'325 AND 326 IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF THE EG0776'RAILROAD AND A ROAD CROSSING. IT IS 44 FEET EAST OF A GUYED TELEGRAPH EG0776'POLE, 71 FEET EAST OF THE EAST RAIL OF THE TRACKS, 129 FEET NORTH OF EG0776'THE CENTER OF A COUNTY ROAD, 2.5 FEET WEST OF THE FIRST POWER POLE EG0776'EAST OF THE TRACKS, AND 1 FOOT EAST OF A METAL WITNESS POST. IT IS A EG0776'BENCH MARK DISK STAMPED V 131 RESET 1971 CRIMPED ON THE TOP OF A 3.5 EG0776'FOOT SECTION OF A 5/8 INCH COPPER WELD ROD FASTENED TO A 10-INCH EG0776'SQUARE STEEL PLATE, ENCASED IN A 4-INCH ORANGEBURG PIPE PROJECTING 4 EG0776'INCHES. EG0776 EG0776 STATION RECOVERY (1978) EG0776 EG0776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1978 EG0776'THE MARK IS LOCATED 3.4 MILES SOUTH-SOUTHEAST OF CORINTH IN THE EG0776'NORTHEAST ANGLE OF A RAILROAD CROSSING IN THE SOUTHEAST 1/4 OF EG0776'SECTION 24, T 2S, R 7E. IT IS 147.5 FEET NORTH OF THE CENTER OF A EG0776'PAVED ROAD, 89.5 FEET NORTH-NORTHWEST OF A WATER VALVE, 71 FEET EAST EG0776'OF THE EAST RAIL, 33 FEET EAST OF THE CENTER OF A TRACK ROAD, 14 FEET EG0776'SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET WEST OF THE FIRST POWER EG0776'POLE EAST OF THE TRACK AND 1 FOOT EAST OF A METAL WITNESS POST. IT IS EG0776'A BENCH MARK DISK CRIMPED ON THE TOP OF A 3.5 FOOT SECTION OF A 5/8 EG0776'INCH COPPER WELD ROD WITH A 10 INCH SQUARE STEEL PLATE BOLTED ON THE EG0776'BOTTOM ENCASED IN A 4 INCH ORANGEBURG PIPE PROJECTING 6 INCHES AND IS EG0776'2 1/2 INCHES BELOW THE TOP OF THE PIPE. TO REACH FROM THE JUNCTION OF EG0776'U.S. HIGHWAY 45 AND U.S. HIGHWAY 72 AT THE TRACK SCALES IN CORINTH GO EG0776'SOUTHWEST ON U.S. HIGHWAY 45 FOR 1.65 MILES TO THE U.S. HIGHWAY 45 EG0776'BYPASS. TURN LEFT AND CONTINUE SOUTH ON U.S. HIGHWAY 45 FOR 0.9 MILE EG0776'TO A CROSSROAD. TURN LEFT AND GO EAST ON A PAVED ROAD FOR 1.6 MILES EG0776'TO A CROSSROAD. CONTINUE EAST ON A PAVED ROAD FOR 0.9 MILE TO THE EG0776'RAILROAD CROSSING AND THE MARK ON THE LEFT JUST BEYOND. EG0776 EG0776 STATION RECOVERY (1982) EG0776 EG0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EG0776'RECOVERED IN GOOD CONDITION. NOT LEVELED TO AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2051 *********************************************************************** EG2051 DESIGNATION - V 342 RESET EG2051 PID - EG2051 EG2051 STATE/COUNTY- MS/ALCORN EG2051 USGS QUAD - KENDRICK (1991) EG2051 EG2051 *CURRENT SURVEY CONTROL EG2051 ___________________________________________________________________ EG2051* NAD 83(1986)- 34 52 50. (N) 088 26 40. (W) SCALED EG2051* NAVD 88 - 172.56 (meters) 566.1 (feet) RESET EG2051 ___________________________________________________________________ EG2051 GEOID HEIGHT- -27.45 (meters) GEOID99 EG2051 EG2051 VERT ORDER - THIRD EG2051 EG2051.The horizontal coordinates were scaled from a topographic map and have EG2051.an estimated accuracy of +/- 6 seconds. EG2051 EG2051.The orthometric height was computed from unverified reset data. EG2051.No vertical observational check was made to the station. EG2051 EG2051.The geoid height was determined by GEOID99. EG2051 EG2051; North East Units Estimated Accuracy EG2051;SPC MS E - 596,690. 335,550. MT (+/- 180 meters Scaled) EG2051 EG2051 SUPERSEDED SURVEY CONTROL EG2051 EG2051.No superseded survey control is available for this station. EG2051 EG2051_MARKER: DB = BENCH MARK DISK EG2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2051_STAMPING: V 342 RESET 1986 EG2051_MARK LOGO: NGS EG2051_MAGNETIC: N = NO MAGNETIC MATERIAL EG2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2051+STABILITY: SURFACE MOTION EG2051 EG2051 HISTORY - Date Condition Report By EG2051 HISTORY - 1986 MONUMENTED NGS EG2051 EG2051 STATION DESCRIPTION EG2051 EG2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2051'7.7 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE EG2051'HIGHWAY 365 IN BURNSVILLE, TO GRAY S STORE AND MARK ON THE RIGHT, EG2051'91.0 FT (27.7 M) SOUTHWEST OF THE CENTER OF OLD HIGHWAY 72, 67.0 FT EG2051'(20.4 M) NORTH OF THE NORTHWEST CORNER OF STORE, 26.0 FT (7.9 M) EG2051'NORTHWEST OF EDGE OF PAVED PARKING AREA, 1.5 FT (0.5 M) SOUTH OF EG2051'POWERPOLE WITH TRANSFORMER, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2052 *********************************************************************** EG2052 DESIGNATION - W 342 RESET EG2052 PID - EG2052 EG2052 STATE/COUNTY- MS/ALCORN EG2052 USGS QUAD - KENDRICK (1991) EG2052 EG2052 *CURRENT SURVEY CONTROL EG2052 ___________________________________________________________________ EG2052* NAD 83(1986)- 34 53 20. (N) 088 27 25. (W) SCALED EG2052* NAVD 88 - 156.76 (meters) 514.3 (feet) RESET EG2052 ___________________________________________________________________ EG2052 GEOID HEIGHT- -27.47 (meters) GEOID99 EG2052 EG2052 VERT ORDER - THIRD EG2052 EG2052.The horizontal coordinates were scaled from a topographic map and have EG2052.an estimated accuracy of +/- 6 seconds. EG2052 EG2052.The orthometric height was computed from unverified reset data. EG2052.No vertical observational check was made to the station. EG2052 EG2052.The geoid height was determined by GEOID99. EG2052 EG2052; North East Units Estimated Accuracy EG2052;SPC MS E - 597,610. 334,410. MT (+/- 180 meters Scaled) EG2052 EG2052 SUPERSEDED SURVEY CONTROL EG2052 EG2052.No superseded survey control is available for this station. EG2052 EG2052_MARKER: DB = BENCH MARK DISK EG2052_SETTING: 32 = HEADWALL EG2052_STAMPING: W 342 RESET 1986 EG2052_MARK LOGO: NGS EG2052_MAGNETIC: N = NO MAGNETIC MATERIAL EG2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2052+STABILITY: SURFACE MOTION EG2052 EG2052 HISTORY - Date Condition Report By EG2052 HISTORY - 1986 MONUMENTED NGS EG2052 EG2052 STATION DESCRIPTION EG2052 EG2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2052'5.95 MILES EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S. EG2052'HIGHWAY 45 AT WEST EDGE OF CORINTH TO MARK ON THE LEFT, 66.5 FT EG2052'(20.3 M) NORTHEAST OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY EG2052'72, 55.0 FT (16.8 M) SOUTHWEST OF RAILROAD TRACKS, 15.7 FT (4.8 M) EG2052'EAST OF A METAL TELEPHONE CABLE WARNING SIGN, 11.2 FT (3.4 M) EG2052'SOUTHEAST OF AN 18-INCH OAK TREE AND SET IN TOP OF THE NORTH CORNER OF EG2052'PIPE CULVERT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2053 *********************************************************************** EG2053 DESIGNATION - X 342 RESET EG2053 PID - EG2053 EG2053 STATE/COUNTY- MS/ALCORN EG2053 USGS QUAD - KENDRICK (1991) EG2053 EG2053 *CURRENT SURVEY CONTROL EG2053 ___________________________________________________________________ EG2053* NAD 83(1986)- 34 53 47. (N) 088 28 16. (W) SCALED EG2053* NAVD 88 - 162.67 (meters) 533.7 (feet) RESET EG2053 ___________________________________________________________________ EG2053 GEOID HEIGHT- -27.50 (meters) GEOID99 EG2053 EG2053 VERT ORDER - THIRD EG2053 EG2053.The horizontal coordinates were scaled from a topographic map and have EG2053.an estimated accuracy of +/- 6 seconds. EG2053 EG2053.The orthometric height was computed from unverified reset data. EG2053.No vertical observational check was made to the station. EG2053 EG2053.The geoid height was determined by GEOID99. EG2053 EG2053; North East Units Estimated Accuracy EG2053;SPC MS E - 598,440. 333,110. MT (+/- 180 meters Scaled) EG2053 EG2053 SUPERSEDED SURVEY CONTROL EG2053 EG2053.No superseded survey control is available for this station. EG2053 EG2053_MARKER: DB = BENCH MARK DISK EG2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EG2053_STAMPING: X 342 RESET 1986 EG2053_MARK LOGO: NGS EG2053_MAGNETIC: N = NO MAGNETIC MATERIAL EG2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EG2053+STABILITY: SURFACE MOTION EG2053 EG2053 HISTORY - Date Condition Report By EG2053 HISTORY - 1986 MONUMENTED NGS EG2053 EG2053 STATION DESCRIPTION EG2053 EG2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2053'5.0 MILES EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF U.S. HIGHWAY EG2053'45 AT THE WEST EDGE OF CORINTH TO A PAVED SIDE ROAD ON THE RIGHT, EG2053'THENCE 0.1 MILE SOUTHWEST ON PAVED ROAD TO Y-FORK AND MARK ON THE EG2053'LEFT, 310.0 FT (94.5 M) WEST-SOUTHWEST OF THE EAST BOUND LANES OF EG2053'HIGHWAY 72, 46.0 FT (14.0 M) NORTH OF THE NORTHEAST CORNER OF A STONE EG2053'HOUSE, 25.0 FT (7.6 M) SOUTHEAST OF THE CENTER OF FORK IN PAVED ROAD, EG2053'3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A METAL TELEPHONE CABLE BOX AND 1.5 EG2053'FT (0.5 M) SOUTHEAST OF A POWER POLE WITH TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 EG2047 *********************************************************************** EG2047 DESIGNATION - Y 163 RESET EG2047 PID - EG2047 EG2047 STATE/COUNTY- MS/ALCORN EG2047 USGS QUAD - GLENS (1991) EG2047 EG2047 *CURRENT SURVEY CONTROL EG2047 ___________________________________________________________________ EG2047* NAD 83(1986)- 34 52 15. (N) 088 25 45. (W) SCALED EG2047* NAVD 88 - 158.24 (meters) 519.2 (feet) RESET EG2047 ___________________________________________________________________ EG2047 GEOID HEIGHT- -27.43 (meters) GEOID99 EG2047 EG2047 VERT ORDER - THIRD EG2047 EG2047.The horizontal coordinates were scaled from a topographic map and have EG2047.an estimated accuracy of +/- 6 seconds. EG2047 EG2047.The orthometric height was computed from unverified reset data. EG2047.No vertical observational check was made to the station. EG2047 EG2047.The geoid height was determined by GEOID99. EG2047 EG2047; North East Units Estimated Accuracy EG2047;SPC MS E - 595,620. 336,950. MT (+/- 180 meters Scaled) EG2047 EG2047 SUPERSEDED SURVEY CONTROL EG2047 EG2047 NGVD 29 - 158.24 (m) 519.2 (f) RESET 3 EG2047 EG2047.Superseded values are not recommended for survey control. EG2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EG2047.See file dsdata.txt to determine how the superseded data were derived. EG2047 EG2047_MARKER: DB = BENCH MARK DISK EG2047_SETTING: 31 = WALK EG2047_STAMPING: Y 163 RESET 1986 EG2047_MARK LOGO: NGS EG2047_MAGNETIC: N = NO MAGNETIC MATERIAL EG2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EG2047 EG2047 HISTORY - Date Condition Report By EG2047 HISTORY - 1986 MONUMENTED NGS EG2047 EG2047 STATION DESCRIPTION EG2047 EG2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 EG2047'6.45 MILES WEST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF STATE EG2047'HIGHWAY 365 IN BURNSVILLE TO GLEN POST OFFICE AND MARK ON THE LEFT, EG2047'IN NORTH END OF CONCRETE WALK AND BASE OF FLAGPOLE, 35.36 M EG2047'(116.01 FT) SOUTH OF THE CENTER OF EAST BOUND LANES OF HIGHWAY 72, EG2047'30.4 FT (9.3 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF POST OFFICE EG2047'BUILDING, 8.8 FT (2.7 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF EG2047'POST OFFICE BUILDING AND 1.0 FT (0.3 M) NORTH OF METAL FLAGPOLE.